20210034 Ver 1_File 2 - 2nd Submittal to DWR Complete Package Final_20210401

Carpenter,Kristi
From: Lennon, Andre <[e-mail]>
Sent: Thursday, April 01, 2021 2:40 PM
To: Chapman, Amy; Hood, Donna
Cc: Thomas, Kevin; Shawn Pennell; Brown, David W CIV USARMY CESAW (USA); Carpenter,Kristi; Mizzi,
Janet; Hamstead, Byron A; Degnan, Jesse; [e-mail];Johnson, Matt;
Walters, Shad
Subject: [External] RE: City of Hickory: Startown/ Robinson Road Connectors ID#20210034
Attachments: File 2 - 2nd Submittal to DWR Complete Package Final.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
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Report Spam.
Ms. Hood,
2nd of two (2) emails. Let us know if you need anything else. Thanks.
Andre L. Lennon, P.E. I Senior Project Manager
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive, Suite 400, Charlotte, NC 28273
direct 980.260.2045 office 980.237.0373 mobile [phone]
www.cecinc.corn
NE owN •
p. ll
From: Lennon,Andre
Sent: Wednesday, March 31, 2021 3:15 PM
To: Chapman, Amy<[e-mail]>; Hood, Donna <[e-mail]>
Cc:Thomas, Kevin <[e-mail]>; Shawn Pennell <[e-mail]>; Brown, David W CIV USARMY
CESAW (USA) <[e-mail]>; Carpenter,Kristi <[e-mail]>; Mizzi,Janet
<[e-mail]>; Hamstead, Byron A<[e-mail]>; Degnan,Jesse<[e-mail]>;
[e-mail];Johnson, Matt<[e-mail]>; Walters, Shad <[e-mail]>
Subject: RE: City of Hickory: Startown/ Robinson Road Connectors ID#20210034
Good afternoon Ms. Hood,
Please see our resubmittal for the subject project for the City of Hickory Startown/Robinson Road Connectors
Project. The file is 16MB so we have prepared a link to the compiled package at the link below:
http://downloads.cecinc.com/303-168
If you don't mind please acknowledge receipt for our records to satisfy the resubmittal requirements for DWR ID#
20210034. The package includes our Cover letter with comment responses along with supporting exhibits and design
documents. We appreciate your review of the project documents and let us know if you require any additional
information or have any questions. Thanks.
i

Andre
Andre L. Lennon, P.E. I Senior Project Manager
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive, Suite 400, Charlotte, NC 28273
direct 980.260.2045 office 980.237.0373 mobile [phone]
www.cecinc.comn
SeniarLeadership Integrated Services
Pommel Maims lisietloreships
From: Walters, Shad <[e-mail]>
Sent: Wednesday, March 31, 2021 1:41 PM
To: Chapman, Amy<amy.chapmanna ncdenr.gov>; Hood, Donna <[e-mail]>
Cc:Thomas, Kevin <[e-mail]>; Shawn Pennell <[e-mail]>; Brown, David W CIV USARMY
CESAW (USA) <[e-mail]>; Carpenter,Kristi <[e-mail]>; Mizzi,Janet
<janet [e-mail]>; Hamstead, Byron A<byron [e-mail]>; Degnan,Jesse<[e-mail]>;
Lennon,Andre<[e-mail]>
Subject: RE: [External] City of Hickory: Startown/Robinson Road Connectors ID#20210034
Ms. Chapman:
Thank you for your consideration on the timing for the re-submittal. As requested, we performed two site visits to
confirm the presence of the dwarf-heartleaf with the last site visit being last week which we found numerous
clusters that impacted our previously prepared plans.
We are working diligently today to complete the resubmittal to show the avoidance of the plants - which we anticipate
should be out shortly to you guys.
We apologize for any inconvenience- let us know if you guys need any additional information to support the City of
Hickory's application.
Shad W. Walters, P.E. I Vice President
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive, Suite 400, Charlotte, NC 28273
direct 980.260.2127 office 980.237.0373 mobile [phone]
www.cecinc.com
Senior LNedership Integrated Services
Personal&mimes RelecIoneli pe
From: Chapman, Amy<[e-mail]>
Sent: Wednesday, March 31, 2021 1:17 PM
To: Hood, Donna <[e-mail]>
Cc: Walters, Shad <[e-mail]>;Thomas, Kevin <[e-mail]>; Shawn Pennell
<[e-mail]>; Brown, David W CIV USARMY CESAW (USA) <[e-mail]>;
Carpenter,Kristi<[e-mail]>; Mizzi,Janet<janet [e-mail]>; Hamstead, Byron A
<byron [e-mail]>
Subject: RE: [External] City of Hickory: Startown/Robinson Road Connectors ID#20210034
2

15A NCAC 2H.0507 gives the Director of DWR the ability to deny any 401 application that does not meet our
requirements.
I know the question Mr.Thomas wanting the full 60 days to respond. We can give him until 5pm tomorrow(April 1")
since Friday is a holiday and his 60 days is up on a weekend when we are not open.
From: Hood, Donna <[e-mail]>
Sent: Wednesday, March 31, 2021 11:22 AM
To: Chapman, Amy<[e-mail]>
Cc: Walters, Shad <[e-mail]>;Thomas, Kevin <[e-mail]>; Shawn Pennell
<[e-mail]>; Brown, David W CIV USARMY CESAW (USA) <[e-mail]>;
Carpenter,Kristi<[e-mail]>; Mizzi,Janet<janet [e-mail]>; Hamstead, Byron A
<byron [e-mail]>
Subject: RE: [External] City of Hickory: Startown/Robinson Road Connectors ID#20210034
Hi Amy,
Mr.Thomas is questioning the DWR ability to return an incomplete application.
Also, the endangered Hexasylis naniflora species has now been found on this site after the plant review was performed
at the correct time of year.The Corps has not been informed of this finding except by an email I sent about 30 minutes
ago. I have also copied the US Fish and Wildlife Service.As the 401 permit writer, I advise that both Federal agencies
should weigh in on this finding prior to resubmittal for DWR approval.
Thank you for any response you may have.
Regards,
Donna Hood
From:Thomas, Kevin <[e-mail]>
Sent: Wednesday, March 31, 2021 11:02 AM
To: Hood, Donna <[e-mail]>
Cc: Walters, Shad <[e-mail]>
Subject: [External] City of Hickory: Startown/Robinson Road Connectors ID#20210034
CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to
Report Spam.
Ms. Hood.
Here is Shads email.
Thanks,
Kevin Thomas, PWS & LSS (NC, SC & FL)/ Senior Project Manager
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive • Suite 400 Charlotte,NC 28273
Toll-Free: 855-859-9932 Direct: 980-260-2035 Fax: [phone]
3

Mobile:[phone] • http://www.cecinc.com
Senior Leadership Integrated Services Personal Business Relationships
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4

BRIDGE STUDY
ELLER DRIVE CONNECTOR over MUDDY CREEK
Prepared For:
CITY of HICKORY
NORTH CAROLINA
Prepared By:
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
CHARLOTTE, NC
CEC Project 303-168
MARCH 2021
SEAL ` _
427f31
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/r►rr11111►11,`
NORTH CAROLINA BOARD OF
EXAMINERS FOR ENGINEERS AND /Wm
_'_.—/
SURVEYORS LICENSE NO. C-3035
Civil & Environmental Consultants, Inc.
Charlotte 3701 Arco Corporate Drive,Suite 400 I Charlotte, NC 28273 I p:980-237-0373 f:980-237-0372 I www.cecinc.com

TABLE OF CONTENTS
PROJECT LOCATION MAP 2 APPENDICES:
PROJECT DESCRIPTION 2 APPENDIX A: ESTIMATED STRUCTURE COST TABLES 6
DESIGN CRITERIA 3 APPENDIX B: BRIDGE PLANS 8
MATERIAL SPECIFICATIONS 3 APPENDIX C: DECK DRAINAGE CALCULATIONS 13
COMPUTER SOFTWARE 4
CONSTRUCTION CONSIDERATIONS 4
MISCELLANEOUS STRUCTURAL REQUIREMENTS 4
PROPOSED BRIDGE ELEMENTS 5
ESTIMATED STRUCTURE COST 5
RECOMMENDED ALTERNATIVE 5
Civil & Environmental Consultants, Inc. -1-
Eller Drive Connector over Muddy Creek
March 2021

PROJECT DESCRIPTION
PROJECT LOCATION MAP
A. Introduction
®r - - •- -- The proposed bridge is located on a proposed new roadway connecting Eller Drive and Short Road over
t er Si Fisher St - c
iir,�i �r,n :; �, �-$' Muddy Creek in Hickory, North Carolina. The proposed structure will carry two lanes of traffic, one east
�r— ._ #• bound and one west bound. The design speed is 25 MPH.
'� :; +. � � �r'�• .:• Two alternatives have been evaluated for this Bridge Stud The alternatives are as follows:
I i r - w go.
g Y•
to(
ok
a i A •- Wftlq r,•a: 1 Alternative 1:
Y -i { ' '� Simple span prestressed concrete box beam bridge with eleven (11) 39" prestressed concrete box
r a. " w **.r,t - 'i- beams spaced at 3'-0".The proposed bridge length is 76'-0"from center to center of abutment bearings
L ;'1, .•ra. 1/8"
, * .* b- :,It and a total of 81 -3 out to out. The bridge length was established based on criteria set by the site
geometry and hydraulic calculations. The out to out bridge width for this alternative is 33'-0". This
• • :�,,' r'4. :4 ., , i alternative was evaluated using a conventional stub abutment.
`:,, •
® 9: : . '`'` m'ad "-I �a R '' Alternative 2:
„Ucr01 STY,.. w„• ..rt' ! -:.' r - $ 4r f-.•,'." nitiitak4.� '- "
Simple span steel rolled beam bridge with four (4) 36" steel rolled beams spaced at 9 0 . The
.1-- .. 4. 4 proposed bridge length is 76'-0" from center to center of abutment bearings and a total of 79'-1 7/8"
. -- , out to out. The bridge length was established based on criteria set by the site geometry and hydraulic
ti PROJECT calculations. The out to out bridge width for this alternative is 32'-10". This alternative was evaluated
r 1; 1 usingintegral abutments.
• ' y
LOCATION
5 ilitietir r.,, 6
B. Alignment and Grade
l'fl p. 1
sr " The horizontal alignment of the proposed structure is located on a tangent with a bearing of S 49° 22' 24"W.
The construction centerline is skewed approximately 18 degrees with Muddy Creek.
�ThcnPsdl St Thom son s: - % Blacks Auto Collision
P KarwPp Pr `_ • ■
pMpso,Sty' 6- i K uPP'or,!rrr
�. .,4 t14 The proposed structure is locate entirely on a+3.68% grade vertical tangent. The profile grade line is applied
4. ' = at the centerline of the lanes.
C. Typical Section and Superelevation
VICINITY MAP
The typical section of the proposed structure will consist of two (2) 10'-0" lanes and 2'-4 1/2" shoulders with
a 6" curb on the right and a 5'- 0" sidewalk on the left lane. The structure will utilize three bar metal railing
for the barrier.
The entire bridge is located on a tangent alignment;therefore,there is no superelevation. The bridge has a 1/4"
per foot normal crowned slope.
Civil & Environmental Consultants, Inc. -2-
Eller Drive Connector over Muddy Creek
March 2021

DESIGN CRITERIA Concrete Structures From: 20°F to 105°F
Design and plan submission will conform to the Design Criteria provided in this section. ii. Sizing Bearings and Joints
Steel Structures From: 10°F to 110°F
A. Specifications Concrete Structures From: 20°F to 105°F
5. Seismic:
1. AASHTO "LRFD Bridge Design Specifications", 9th Edition, 2020.
The design shall be in accordance with AASHTO LRFD Bridge Design Specifications, Earthquake
2. State of North Carolina Department of Transportation Structures Management Unit Structure Effects. The bridge is located in Seismic Zone 1 according to Figure 2-1 of the NCDOT SDM.
Design Manual (September 2020)
6. Fatigue:
3. NCDOT Structure Design Unit Standard Drawings, 2012.
Fatigue design shall be in accordance with AASHTO LRFD Specifications
4. NCDOT Standard Specifications for Roads and Structures, January 2018.
MATERIAL SPECIFICATIONS
B. Design Method
A. Structural Steel:
Alternatives will be designed according to the AASHTO Load and Resistance Factor Design Method(LRFD).
Bearings AASHTO M270 Grade 50
C. Design Loading Superstructure AASHTO M270 Grade 50
1. Dead Loads: B. Concrete:
a) Reinforced Normal Weight Concrete 150 lbs/ft3
b) Future Bituminous Wearing Surface 30 lbs/ft2 All concrete properties shall be in accordance with the specified 28-day compressive strength (f c)
c) Permanent Metal Deck Forms 3 lbs/ft2 and concrete class as follows:
d) Three Bar Metal Rail 25 lbs/ft
1. Cast-in-place deck(Class AA) 4,500 psi, n=7
2. Live Loads: 2. Footings and Abutments (Class A) 3,000 psi, n=9
3. Approach Slab (Class AA) 4,500 psi, n=7
The design Live Load for the LRFD method is HL-93, which will be distributed using AASHTO
LRFD Specifications. C. Concrete Cover:
3. Wind Loads: A monolithic concrete bridge deck with epoxy-coated bars shall be used. The clear distance between
the reinforcing steel and the face of the concrete shall be:
Design Wind Loads shall be per AASHTO LRFD Specifications.
1. Top of Slab 2.50 inches
4. Thermal Forces: 2. Bottom of Slab 1.25 inches
3. Bottom of Footing 3 inches
a) The assumed normal fabrication and erection temperature is 60°F 4. All other locations 2 inches
b) Thermal Coefficient of Expansion
i. Steel Structures 6.5 x 10-6 per°F
ii. Concrete Structures 6.0 x 10-6 per°F
c) Seasonal Variation
i. Structural Design
Steel Structures From: l 0°F to 110°F
Civil & Environmental Consultants, Inc. -3-
Eller Drive Connector over Muddy Creek
March 2021

D. Reinforcing Steel: CONSTRUCTION CONSIDERATIONS
Reinforcing steel shall conform to the requirements of AASHTO M31 Grade 60. A. Clearance Requirements
All barrier rail,parapet, sidewalk, deck,bent caps,pile caps and footings reinforcement shall be epoxy There are no horizontal or vertical clearance requirements.
coated.
B. Maintenance of Traffic and Staged Construction
E. Fasteners (Diaphragms and Splices):
There are no maintenance of traffic issues associated with the proposed stream crossing.
All fasteners shall be 7/8-inch diameter high strength bolts conforming to AASHTO M 164 Type 3
unless otherwise specified. C. Constructability
F. Shear Connectors: Access for construction equipment and materials to the site will not be an issue for the proposed stream
crossing.
7/8-inch diameter steel stud shear connectors shall be used for the steel girder alternative. The shear
connectors shall be attached in the field after erection of the girders and installation of the deck forms, MISCELLANEOUS STRUCTURAL REQUIREMENTS
however, some shear studs may be attached in the shop to support the contractors fall protection
system. A. Deck Drainage
G. Anchor Bolts: For the alternatives under consideration, scuppers/drain assemblies are not anticipated. Inlets will be placed
before the bridge to intercept roadway surface discharge. If required, the deck drainage system will be
Anchor bolts shall be in accordance with AASHTO MI 11. designed in accordance with the Manual "Design of Bridge Deck Drainage" dated May 1993 (FHWA
Hydraulic Engineering Circular no. 21, publication no. FHWA-SA-92-010). The rainfall design frequency
H. Steel H-Piles: shall be based on a 10-year recurrence.
All steel piling shall conform to AASHTO M183. B. Bearings
COMPUTER SOFTWARE Elastomeric bearing pads will be used for both alternatives.
The following computer programs will be available to be used in the analysis and design: C. Environmental, Utilities, and Aesthetics
• HEC-RAS There are no utility requirements for this structure.
• MDX by MDX Software (steel girder analysis and design)
• LEAP Bridge Concrete (prestressed concrete box beam design) There are no special aesthetic requirements for this site.
• AutoCAD Civil 3D 2020
• Microsoft Excel
HYDRAULIC STUDY
A hydraulic analysis was performed in conjunction with the bridge study to determine the impact of the
proposed bridge on the water surface elevation of Muddy Creek. Hydraulic analyses were performed for the
existing condition and the proposed alternatives using HEC-RAS. The 100-yr discharge was evaluated and
shows only a .01 foot increase of the base flood elevation.
Civil & Environmental Consultants, Inc. -4-
Eller Drive Connector over Muddy Creek
March 2021

PROPOSED BRIDGE ELEMENTS
A. Superstructure
1. Alternative 1 superstructure consists of a flexible pavement overlay supported on eleven 39 inch
prestressed concrete box beams spaced at 3'-0"with no overhang.
2. Alternative 2 superstructure consists of an 8.5"concrete deck supported on four 36"steel rolled beams
spaced at 9'-0", with overhangs of 2'-11".
B. Abutments
1. Alternative 1 will use stub abutments with cantilevered turn-back U-wings supported by steel vertical
and brace piles.
2. Alternative 2 will use integral abutments with cantilevered turn-back U-wings supported on steel
vertical piles.
ESTIMATED STRUCTURE COST
A summary of the estimated construction costs for each alternative is presented below. Detailed cost estimates
are included in Appendix B.
Alternative Total Structure Cost
Alternative 1 $1,088,556.65
Alternative 2 $788,536.60
RECOMMENDED ALTERNATIVE
We recommend Alternative 2 for advancement through the final design process.
Civil & Environmental Consultants, Inc. -5-
Eller Drive Connector over Muddy Creek
March 2021

APPENDIX A
ESTIMATED STRUCTURE COST TABLES
Civil & Environmental Consultants, Inc. 6
Eller Drive Connector over Muddy Creek
March 2021

ELLER DRIVE CONNECTOR OVER MUDDY CREEK
BRIDGE STUDY
CONSTRUCTION COST ESTIMATES
ALTERNATIVE 1 ALTERNATIVE 2
SIMPLE SPAN W/39" PRESTRESSED
CONCRETE BOX BEAMS ON STEM SIMPLE SPAN W/36" STEEL ROLLED
ABUTMENTS BEAMS ON INTEGRAL ABUTMENTS
ITEM NUMBER DESCRIPTION UNIT UNIT COST QUANTITY COST QUANTITY COST
8112730000-N PDA TESTING EA $3,700.00 1 $3,700.00 1 $3,700.00
8121000000-N UNCLASSIFIED STRUCTURE EXCAVATION LS $4,000.00 1 $4,000.00 1 $4,000.00
8147000000-E REINFORCED CONCRETE DECK SLAB SF $38.50 - - 2,410 $92,785.00
8161000000-E GROOVING BRIDGE FLOORS SF $0.50 - - 2,410 $1,205.00
8182000000-E CLASS A CONCRETE (BRIDGE) CY $1,100.00 120 $132,000.00 80 $88,000.00
8210000000-N BRIDGE APPROACH SLABS LS $200,000.00 1 $200,000.00 1 $200,000.00
8224000000-E EPDXY COATED REINFORCING STEEL (BRIDGE) LB $1.50 14,400 $21,600.00 9,600 $14,400.00
8280000000-E APPROXIMATE LBS STRUCTURAL STEEL LB $2.00 - - 46,200 $92,400.00
8328200000-E PILE DRIVING EQUIPMENT SETUP FOR HP12X53 STEEL PILES EA $440.00 28 $12,320.00 14 $6,160.00
8364000000-E HP12X53 STEEL PILES LF $85.00 2,300 $195,500.00 1,150 $97,750.00
8482000000-E THREE BAR METAL RAIL LF $295.00 163 $48,085.00 160 $47,200.00
8608000000-E RIP RAP CLASS II (2'-0" THICK) TON $47.40 260 $12,324.00 260 $12,324.00
8622000000-E GEOTEXTILE FOR DRAINAGE SY $4.00 440 $1,760.00 440 $1,760.00
8657000000-N ELASTOMERIC BEARINGS LS - 1 $33,000.00 1 $24,000.00
8753200000-E 3'-0" X 3'-3" PRESTRESSED CONC BOX BEAMS LF $329.00 858 $282,282.00 - -
SUBTOTAL $946,571.00 $685,684.00
15% ENGINEERING AND CONTINGENCY $141,985.65 $102,852.60
TOTAL $1,088,556.65 $788,536.60
Civil & Environmental Consultants, Inc.
Eller Drive Connecter over Muddy Creek
-7- March 2021

APPENDIX B
BRIDGE PLANS
Civil & Environmental Consultants, Inc. -8-
Eller Drive Connector over Muddy Creek
March 2021

PROJECT REFERENCE NO. SHEET NO.
/dr 303-168 7
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
�4
�26; PROPOSED 4"0 FRENCH DRAIN WITH
CLASS II RIPRAP APRON CLEANOUTS IN BOTTOM OF LEVEL SPREADER
A' ID,O STONE SIZE=61N �,�►"^ FRENCH DRAIN INV: 870.75
MIN.DEPTH = 13.51N �,
.raz,kiii 1 l
fo CO
l��i PROPOSED LEVEL SPREADER
1�A' BOTTOM ELEVATION=873.50
PROPOSED 40 LF OF 4Y SCH 40 �`r�� RIPRAP BERM ELEVATION=875.50
PVC® 1.00R FROM FRENCH DRAIN ��,�i� RIPRAP BERM D50 STONE SIZE= 121N DOCUMENT NOT CONSIDERED FINAL
TO DAYLIGHT 21,241r, UNLESS ALL SIGNATURES COMPLETED
FLARED END P�e - - _1
SECTION(FES) -
INV.(18")-a73.50 " •■ ! Civil&Environmental
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/ / I 1 � r "..om "
/ / / a4,,
_ 1 " so PRELIMINARY
/ < -✓, / 7 / I ��t I RIP-RAP DISSIPATOR NOT FOR CONSTRUCTION
/ \ CURB INLET(CO' I ,� L= 14E7
/ RIM-879.94 , ® / I ' , W= 16FT
/ \� -INV.IN(18"NW)-874.25 �, . 2 D.STONE SIZE=61N
/ / / V V. J MIN.DEPTH= 12IN
INV.OUT(18"SE)=874.08
-, /- i �� •= �' I HYDRAULIC INFORMAITON
,---/ / / V EX. OPENING = N/A
/ \ 1° / n PRO. OPENING = 592 SF
/ /0 -� 65 81'-31"OUT TO OUT 0
+ / _ V 76.-0"q BRG.TO @ BRG./ I ' o -. / (, 5 = 600 CFS
1 15.-0" / /1 p /
APPROACH T — �" APPROACH"SLAB A� 9 /�/ / N Q1oo = 865 CFS
—_ —_— __— ' -� //a// 72•-1 CLEAR SPAN___ I / -.m"' - ' — — _ EX. 100-YR W.S.E. = 872.00'
awmiow.I,.. i .'II i= Ii 5 ' /
�� _ PRO. 100—YR W.S.E. = 872.01'
- --�O� oo f 5 —fii/w71 Rn.q -� ABBREVIATION LEGEND
- FILL FACE 0 C = o o w/ T rc ' °' __
W END BENT 1/ I O' _' 15 4+00 Y- = 80 / /� \ _\ 5+0 - BRG. BEARING
z
CC
S 49'22'24"W 00 �.,a 3}0 4 22'24'W ;Tn o• z �////// - - .m 6 / \ . Al / B.S.E. = BEARING SEAT ELEVATION
T • c g /�/ / a / \ \\ APPR.=APPROACH
ri-
—I / I \ / ABUT. =ABUTMENT
F - 1 Q I o —mn J ro'
J// ..... _ 3 n i . FILL `� \\ —_ rL-CENTERLINE
Alla m < o END BENT 2ir--""."114 W.S.E.-WATER SURFACE ELEVATION
r� off ,
x_x—*'�— I - 1 ELEV. =ELEVATION
9 x x x x x I / / V - _ -
0 = ,10xCURB INLET(CI) \ Z/ i _ ��" '�--pFj E--\ FIX.=AXED
^O 0� /0 RIM-879.94 ® \ \ I ---_ _ � y EXP.=EXPANSION
m
�.I INV.OUT(18"SE)=874.50\ \ \ \ //ice _ _-----
\I v \ /V --,y LEGEND
( \\ \\ \ \ / I I 'z'� EX. MINOR CONTOUR
y / / (\\(\\ \ \ / / `\ --��\ --- -- EX. MAJOR CONTOUR
/ / / J \\ \\ \ \ - `\ \\ RIPRAP
. \ \ > \
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EDGE OF ELK CREEK
4 I 2�e )., �. / ,// i - EX.OVERHEAD WIRE
BRIDGE ALTERNATIVE#1
39"PRESTRESSED CONCRETE BOX BEAMS WITH STEM ABUTMENTS
PLAN
@ SCALE: 1"= 20'
900 900
31'-3,1"0/0 BRIDGE LENGTH
890 - 890
i AF PR.SLAE /6-0 TL BRG.10 BR6.
-39"PRESTRESS'" 1 APPR.SLAB
880 PF OFlLE GRADE CONCRETE BOX BEAM 880
+S.687 -
-ill
8 . �---Flu°Ai.E® 1
\ -FA�ONET��
a 870 END BENT 1 X NORMAL TO CAP iXi 1 SLOPE 1 A 14.69 5� 870
NO iMAL TC CAP
STA.3+08.26 /H \ its B/F EL 872.15
860 B/F EL 868.9' . ��-J� .� 860
1'-0"NORMAL a- EX STING n1•
TO CAP(TYP.) f A.1 GROUND l
850 .1' FOUNDATION 850
PROTECTION
(TIP)
840 840
830 I 830
2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20 4+30 4+40 4+50
BRIDGE ALTERNATIVE#1
39"PRESTRESSED CONCRETE BOX BEAMS WITH STEM ABUTMENTS
SECTION ALONG-Y-
SCALE: 1"= 20'

PROJECT REFERENCE NO. SHEET NO.
/0P' 303-168 8
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
�A PROPOSED 4"0 FRENCH DRAIN WITH
CLASS II RIPRAP APRON CLEANOUTS IN BOTTOM OF LEVEL SPREADER
2� ID.STONE SIZE= 6IN 0.741..... FRENCH DRAIN INV: 870.75
FP\ MIN.DEPTH= 13.5IN a 1
PROPOSED LEVEL SPREADER
PROPOSED 40 LF OF 4"0 SCH 40St4 BOTTOM ELEVATION=873.50
PVC 01.00$FROM FRENCH DRAIN j RIPRAP BERM ELEVATION=875.50
TO DAYLIGHT 1 1a RIPRAP BERM D50 STONE SIZE= 121N
DOCUMENT NOT CONSIDERED FINAL
•' 1 I CI UNLESS ALL SIGNATURES COMPLETED
FLARED END
'�
SECTION(FES) / a�� ////
/ INV.(18")=873.50 •• /- - �7
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// / ( I _a, / Consultants,Inc.
// / � / 1 J - i •ro,AAOOCORD W...3•AMA CHARLOTTE,COnA,3
l (/ lljll 20.IF �/ / ////�// / I `/ / -✓/////j�.>/ CORIP-RAP DISSIPATORCURB INLET(CQ%/ � I L= 14FTPRELIMINARY
i / \ RIM-879.94,atz / I � E� W= 16FT
/ \��-INV.IN(18'NYQ=874.2s 0 ,'QS!:''POI D.STONE SIZE=6IN NOT FOR CONSTRUCTION
/ / I /I�,N�raM•` J MIN.DEPTH= 12IN
INV.OUT(18"SE)=874.08 �_ _
L^ /� /�/jl i 7 'a ' i�j I�III
•r":I I 1 " 1 r---- HYDRAULIC INFORMAITON
�p� /�///l/ i / / I e , /7 // )1111 11 �� EX. OPENING = N/A
e I�/ 79-1k our TO OUT o ,� I I I I PRO. OPENING = 592 SF
/ / ,,Oi,- 0—� I 6- / �' // /I I I
Po/�i 76'-0"rL eRc.TO rL BRc./ 1 I r o / / �7 / y i/� II Qzs = 600 CFS
1 APPROACH SLAB 'F \ /// 15' i �.. / ,z �i j
F //�� / APPROA H SLAB/ �� / �i Om = 865 CFS
7 - ,,77/ .i/ _m .
niin...„ n 0i"CLEAR SPAN-- 17.S. 0, �q ._ / — _ _ — _
--- - _— — 1///N/ ' 7//h1i� g • - — ��I� 1 � — EX. 100—YR W.S.E. = 872.00'
lailiIII®Il 'L i
/ /// , A
= o ®�- _ �� PRO. 100—YR W.S.E. = 872.01'
to FILL FACE
1 r I I,, o / m,o ! I ��
p ACE o , o i o % O. ® \ I ABBREVIATION LEGEND
\ I- �-_ S492224W 2+00 }0 / 4 24"W =N o_g / 4+00 g80 _ _ liii
BRG.=BEARING
W / I ( . o w_STA_AH/ / / `\ / \ AI
B.S.E. BEARING SEAT ELEVATION
z / / `CE_y_ / \ Ift
/ 1„ ' gI APPR.-APPROACH
�' _� ABUT.=ABUTMENT
/ w�� -FILL FACE
- - �.d / / 3 I / END BENT 2 �� CL=CENTERLINE
m /I
w tO B ao rc ` OH ' _0 - - - W.S.E.=WATER SURFACE ELEVATION
—x_ _ 0jiliffirer
rep. =TYPICAL
x x x x x� / s' --_� I 0/ \ \ \ / _-- - - ` =_� ELEV.=ELEVATION
ro � _-�
CURB INLET(CI) \ - �' a7>'-E� FIX. =FlXW
I / 6 RIV=OUT.94 \ \ _ - ---- ---- ------ "`\
I / /� .NI INV.OUT(185E)=874.50\\ \\ ��\ �\ I I� /� EXP.=EXPANSION
e I II / / / / \\\ \\ \� I I ^� LEGEND__� IX.MINOR CONTOUR
a \ \J I / / /�\ \ \\\ \\\ �� IX.MAJOR CONTOUR
-- --Ji / r \V v, vv . - RIPRAP
I r-//—
1 I / ,/ / / - - EDGE OF ELK CREEK
,-- .651
I \\ EjMnt I I ( / / / U.OVERHEAD WIRE
c.
BRIDGE ALTERNATIVE#2
36"STEEL ROLLED BEAMS WITH INTEGRAL ABUTMENTS
PLAN
J.
P SCALE: 1"= 20'
2.
900 900
S
$ 79`-1a"0/0 B"IDGE LENGTH _
890 _ 890
AF PR.SLAB '
_ APPR.SLAB
880 PFOFILE GRADE 880
+3.68% _I, ---
16L-FACrii —
A 870 -FEL FALL 9— • I 1)6:1 SLOPE END BEN-1
`' 1 SIA 3fBB 47 870
STA.3+09.31 i,'' NORMAL TO CAP • t B/=EL 8'2.15
36"R)LLED
860 B/F EL 868.97 " �'1"s_B i!✓ 860
1'-0"NORMAL
850 TO CAP(TYP.) f^• 'ROOUND 1.1 850
F.UNDATION
840 P-•TECTION 840
.)
830 830
2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20 4+30 4+40 4+50
BRIDGE ALTERNATIVE#2
36"STEEL ROLLED BEAMS WITH INTEGRAL ABUTMENTS
SECTION ALONG-Y-
SCALE: 1"= 20'

PROJECT REFERENCE NO. SHEET NO.
303-168 10
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
33'0"OUT TO OUT
6" DOCUMENT NOT CONSIDERED FINAL
1" 11'-3" = 12'-43" 12'-43" CURB LTA. 1 1„ UNLESS ALL SIGNATURES COMPLETED
SIDEWALK
T ,/,/,/
THREE BAR METAL RAIL(TYP.) V Civil&Environmental
Q Consultants,Inc.
3701 unto CORPORATEseo- cY^c ssc Lone,NC 2e272
FLEXIBLE PAVMENT OVERLAY PRELIMINARY
1 2 Dx NOT FOR CONSTRUCTION
}"/FOOT j"/FOOT
� �, 7,,///////////////////////////////////iiiiii///7//////////////,fi
Dinicinicinn (noico
Co
z
0 11 -39"PRESTRESSED CONCRETE BOX BEAM C 3'-0"SPA.=33'-0"
to
5
cc
ALTERNATIVE 1-PRESTRESSED CONCRETE BOX BEAMS
TYPICAL SECTION
SCALE: 1/2"= 1'-0"
S'
j
32'-10.OUT TO OUT
& 7 6"
t1'-3i" 5'_0• 12'-4+�"- 12•_ CURB _1'-3
SIDEWALK
s THREE BAR METAL RAIL(TYP.)
CI
I ( )
Bo
g 1 2.0% S
}"/FOOT 0 }"/FOOT
4
if
ii
s
i 2'-11" 4-36"STEEL ROLLED BEAMS 0 9'-0"SPA.=27'-0" 2'-11"
ALTERNATIVE 2-STEEL ROLLED BEAMS
TYPICAL SECTION
SCALE: 1/2"= 1'-0"

PROJECT REFERENCE NO. SHEET NO.
303-168 11
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
i o
'<,w
PROFILE GRADE a 10" 6" PROFILE GRADE g DOCUMENT NOT CONSIDERED FINAL
c UNLESS ALL SIGNATURES COMPLETED
CL BRGS. w
I Civil&Environmental
3 o qco`Consultants,Inc.OTTE Ne282'a
•
.3854324
a i 1 0 1 r •om
Yi ,� PRELIMINARY
\ ! NOT FOR CONSTRUCTION
FILL FACE
FILL FACE
1i"FORMED OPENINGI I
H
y
Z
0 ELASTOMERIC BEARING �CONST.JT. H36.STEEL ROLLED BEAM
y
q BRGS.&q PILES
W 39"PRESTRESSED
i g.CC CONCRETE BOX BEAM
ELASTOMERIC IT T n
M BEARING PAD
G Z
N 0
a 1w
o w
i
a uk I am
W
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F. \ 3 \1\��
, I
ry
S.
•CONC.COLLAR 1`� 12\k I 2'-0"0 CONC. - I
H (1YP.) i \ COLLAR(TYP.)
°\ \ ,\
I
`� STEEL PILE(TYP.) - \ STEEL PILE(rep.) —
o \'
1L VERTICAL PILES � - 12 BRACE PILES I
1
oI 1-3" 1-6" .-.. 1-3" - _ 1-6" I. 1-6" -
2 T �T
4-0" 3-0"
p�
d
8
i ALTERNATIVE 1-STEM ALTERNATIVE 2-INTEGRAL
ABUTMENT TYPICAL SECTION ABUTMENT TYPICAL SECTION
SCALE: 1"= 1'-0" SCALE: 1"= 1'-0"

APPENDIX C
DECK DRAINAGE CALCULATIONS
Civil & Environmental Consultants, Inc. -13-
Eller Drive Connector over Muddy Creek
March 2021

/rFL
Civil & Environmental Consultants, Inc.
PROJECT Hickory Bridge Study PROJECT NO. 303-168
PAGE 14
PREPARED BY HTC DATE 3/1/2021 CHECKED BY GSL DATE 3/1/2021
SCUPPER CALCULATIONS
Required Scupper Spacing
24393.E 1.51.67 SL.s T2.67
L = = 141.6 ft.
Cn iW
Sx 0.02
SL 0.0368
T 4.375 ft.
Wp 24.75 ft.
n 0.016
C 0.9
6.94 in/hr 10-yr Occurrence
Lb 76 ft. Proposed Bridge Length
Scuppers are not required. Distance of proposed bridge length is less than the required scupper spacing.
\\svr-charlotte\projects\300-000\303-168\-Calculations\303168-Scu p pe r.xl sx

See Sheet 1 A For l n c e x o f S n e e t s m STATE PROJECT REFERENCE NO. SHEET TOTAL �\
NO. SHEETS
See Sheet 18 For Con ven tion a Sym col s N.C. 303-16$ 1 7
0 -,.. ( - iat' 1 H 0 B \ SO \ ROAD S ORT,,,,ROAD C0 \ \ HCTORSSTATE PROD. NO. F. A. PROJ. NO. DESCRIPTION
/ PE, R/ W, UTIL
Z �' �� C 0 C /‹ 0 R
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L0 CAT 0 \ : I CK0Y , \ 0 �T CA0L \ A DOe �2/ oONByRUALLONSITE 2
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p \ v /;%SITE 1 /� / STA: 0+000 co BRIDGE CROSSING \ UNNAMED 0 -
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/ END —L— ALIGNMENT Z •
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a
Ze-
,i
I
L, THERE IS NO CONTROL OF ACCESS ON THIS PROJECT
o THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
o
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II
3 \ J
G SAP H I C SCALES D ES G \ DATA PROJECT LENGTH /J 'J:J7
U
1
7
=CALEIN FEET ADT 2020 = XX,XXX LENGTH ROADWAY TIP PROJECT XXXX -L- =XXXX MI Civil & Environmental
co
0 400 800 `z^Z,`z, LENGTH ROADWAY TIP PROJECT XXXX -Y- =XXXX MI Consultants, Inc.
% ADT 2040 = XX,/VV\ 3701 ARCO CORPORATE DRIVE SUITE 400 CHARLOTTE,NC 28273
fr) 980-237-0373 800-365-2324
ww.cecrnc.corn
T = XX%*
2018 STANDARD SPECIFICATIONS
3 -L- V = 30 MPH
O
Q
-Y- V = 35 MPH ANDRE LENNON, P.E.
ii *(TTST X% + DUALS X%) PROJECT ENGINEER
RIGHT OF WAY DATE:
NCDOT CONTACT: MATTHEW JOHNSON
FUNCTION CLASS: LOCAL
LETTING DATE: PROJECT DESIGNER NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND
SURVEYORS LICENSE NO. C3035 l.1

_PROJECT REFERENCE NO. SHEET NO.
303-168 1A
R/W SHEET NO.
Os Z • Z Z
,Nol,��► �1�i �i`.Atti►p�,���i
INDEX OF SHEETS GENERAL NOTES: 2018 SPECIFICATIONS �$° 0.88/o -.s
-43
EFFECTIVE: 01 - 16-2018 : •
� SEAL �'. _
SHEET NUMBER SHEET = p37 s
REVISED: i_ •
`
1 TITLE SHEET I i!� . � -
GRADE LINE:
1A INDEX OF SHEETS, GENERAL NOTES AND LIST OF STANDARD DRAWINGS GRADING AND SURFACING: NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND
SURVEYORS LICENSE NO. C3035
1 B CONVENTIONAL SYMBOLS IJ CUMENT NOT CONSIDERED FIN,.._
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED UNLESS ALL SIGNATURES COMPLETED
2A PAVEMENT SCHEDULE AND TYPICAL SECTIONS SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE
4 —L— PLAN VIEW ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE "
Fr
ENGINEER IN ORDER TO SECURE A PROPER TIE—IN. Civil & Environmental
5 —L— PROFILE VIEW Consultants, Inc.
6 —Y— PLAN/PROFILE VIEW BRIDGE ALTERNATIVE # 1 CLEARING. 3701 ARCO CORPORATE237-03 SU00-365 CHARLOTTE,NC 28273
980.237-0373.800-366-2324
www.ceonc com
7 —Y— PLAN/PROFILE VIEW BRIDGE ALTERNATIVE #2 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY FOR PERMITTING ONLY
8A BRIDGE TYPICAL SECTIONS METHOD II. NOT FOR CONSTRUCTION
Date: 3/25/2021 By: ALL
8B ABUTMENT TYPICAL DETAILS SUPERELEVATION:
EC- 1A — EC- 1D EROSION CONTROL DETAILS
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH
EC-2 SOIL STABILIZATION SUMMARY SHEET STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
EC-2A SOIL STABILIZATION TIMELINE SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
SECTIONS.
EC-3 —L— CLEARING AND GRUBBING EROSION CONTROL PLAN
EC-4 —L— EROSION CONTROL SIDE ROADS:
UC- 1 —L— UTILITY PLAN THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT.
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS
INVOLVED.
EFF. 01 - 16-2018 SUBSURFACE DRAINS:
REV.
2018 ROADWAY ENGLISH STANDARD DRAWINGS SUBSURFACE DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 815.02
AT LOCATIONS DIRECTED BY THE ENGINEER.
The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch —
N. C. Department of Transportation — Raleigh, N. C., Dated January, 2018 are applicable to this project STREET TURNOUT:
and by reference hereby are considered a part of these plans:
STREET RETURNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 848.04 USING
STD.NO. TITLE THE RADII NOTED ON PLANS.
DIVISION 2 — EARTHWORK
200.02 Method of Clearing — Method II UTILITIES:
225.04 Method of Obtaining Superelevation — Two Lane Pavement
225.06 Method of Grading Sight Distance at Intersections UTILITY OWNERS ON THIS PROJECT ARE:
DIVISION 3 — PIPE CULVERTS PIEDMONT NATURAL GAS (PNG) — FUTURE GAS SERVICES,
300.01 Method of Pipe Installation
DIVISION 8 — INCIDENTALS CITY OF HICKORY PUBLIC SERVICES — FUTURE WATER a SEWER SERVICE,
815.02 Subsurface Drain DUKE ENERGY — FUTURE ELECTRICAL SERVICE,
838.01 Concrete Endwall for Single and Double Pipe Culverts — 15" thru 48" Pipe 90 Skew CENTURYLINK — FUTURE FIBER OPTIC SERVICE.
838. 11 Brick Endwall for Single and Double Pipe Culverts — 15" thru 48" Pipe 90 Skew
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT
838.80 Precast Endwalls — 12" thru 72" Pipe 90 Skew
840.00 Concrete Base Pad for Drainage Structures AS SHOWN ON THE PLANS.
840.01 Brick Catch Basin — 12" thru 54" Pipe CURB RAMPS
840.02 Concrete Catch Basin — 12" thru 54" Pipe
840.03 Frame, Grates and Hood — for Use on Standard Catch Basin CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS.
840.45 Precast Drainage Structure CONSTRUCT ALL CURB RAMPS ACCORDANCE WITH STD 848.05 and/or 848.06.
840.51 Brick Manhole — 12" thru 36" Pipe
840.52 Precast Manhole — 4', 5' and 6' Diameter
840.53 Precast Manhole with Masonry Base — 12" thru 42" Pipe
840.54 Manhole Frame and Cover
840.66 Drainage Structure Steps
846.01 Concrete Curb, Gutter and Curb & Gutter
848.01 Concrete Sidewalk
848.04 Street Turnout
848.05 Curb Ramp — Proposed Curb 8c Gutter
876.02 Guide for Rip Rap at Pipe Outlets
O
O

A 0 \ OR C
ARO „\ A D 0 \ 0
g 9 303-168 1 B
CONVENTIONAL PLAN SHEET SYMBOLS FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
Date: 3/25/2021 By: ALL
s0UNC0F S AND DDSI- 0 I Yo Note: Not to Scale )kS� U. F . Subsurface Utility I- n gin eerin g WATER:
State Line RAILROADS:
Water Manhole OW
g g
Standard Gauge Hedge
County Line CSX TRANSPORTATION Water Meter
RR Signal Milepost Woods Line O
Township Line MILEPOST 35 Water Valve 0
City Line Switch Orchard 0000
Water Hydrant SWITCH
RR Abandoned — Vineyard vineyard y
Reservation Line U/G Water Line LOS B (S.U.E*) W
RR Dismantled I- XIS I I N C S I RUC I URI- So
Property Line U/G Water Line LOS C (S.U.E*) - -W-MAJOR: -
Existing Iron Pin 2U/G Water Line LOS D (S.U.E*) W
RIG/ I I OF WAY & DNOJI- C I CON I DOI : Bridge, Tunnel or Box Culvert CONC A/O Water
Computed Property Corner x Above Ground Water Line
Secondary Horiz and Vert Control Point ♦ Bridge Wing Wall, Head Wall and End Wall ) CONC WW
Property Monument ECM
Parcel / 0 Sequence Seq Number 2 Primary Horiz Control Point C MINOR: TV:
TV Pedestal C
Primary Horiz and Vert Control Point e Head and End Wall / CONC HW
Existing Fence Line - TV Tower 0
Pro posed Woven Wire Fence o Exist Permanent Easment Pin and Cap - 0 Pipe Culvert - H
New Permanent Easement Pin and Cap - Footbridge >- U/G TV Cable Hand Hole H
Proposed Chain Link Fence U/G TV Cable LOS B (S.U.E.*) - -
Vertical BenchmarkOIE - -TV— — — -
Drainage Box: Catch Basin, DI or JB CB
Proposed Barbed Wire Fence O
U/G TV Cable LOS C (S.U.E.*) - —TV— -
Wetland Boundary - - _ _ _ _ — Existing Right of Way Marker A Paved Ditch Gutter
Existing —WLB U/G TV Cable LOS D (S.U.E.*) TV
Existing Right of Way Line Storm Sewer Manhole 0
Proposed Wetland Boundary WLB U/G Fiber Optic Cable LOS B (S.U.E.*) - - - —TV FD— —Existing -
Endangered Animal BoundaryCAB New Right of Way Line Storm Sewer s
g U/G Fiber Optic Cable LOS C (S.U.E.*) - —TV FD—
Existing Endangered Plant Boundary EPB New Right of Way Line with Pin and Cap A U I I LI III- So U/G Fiber Optic Cable LOS D (S.U.E.*)
TV FO
Existing Historic Property Boundary HPB New Right of Way Line with POWER:
Concrete or Granite R/W Markeró
GAS:
Known Contamination Area: Soil ®s •� - Existing Power Pole
_ New Control of Access Line with Gas Valve 0
S
Potential Contamination Area: Soil Concrete C/A Marker ® O Proposed Power Pole b
:. W .:_ Gas Meter
0
Known Contamination Area: Water ExistingControl of Access (COExisting Joint Use Pole U/G Gas Line LOS B (S.U.E.*) - - - — —
Potential Contamination Area: Water ? W ?
New Control of Accesso
_ Proposed Joint Use Pole * G
U/G Gas Line LOS C (S.U.E.*)
Contaminated Site: Known or Potential ? Power Manhole CD
Existing Easement Line E U/G Gas Line LOS D (S.U.E.*) G
BUILDINGS AND 0 I I IF R CUL I U0I- o New Temporary Construction Easement - E Power Line Tower >� Above Ground Gas Line A/G Gas
Gas Pump Vent or U/G Tank Cap 0 New Temporary Drainage Easement _TDE_ Power Transformer t
Sign 0 New Permanent Drainage Easement PDE U/G Power Cable Hand Hole SANITARY SEWER:
Well ° H-Frame Pole 0-0 Sanitary Sewer Manhole 0
New Permanent Drainage / Utility Easement DUE - - Sanitary Sewer Cleanout +
Small Mine New Permanent Easement PUE U/G Power Line LOS B (S.U.E.*) - —P— - 0
UtilityU/G Sanitary Sewer Line ss
Foundation U/G Power Line LOS C (S.U.E.*) - -P- -
New Temporary Utility Easement TUE A/G Sanitary Sewer
Area Outline U/G Power Line LOS D (S.U.E.*) P Above Ground Sanitary Sewer
New Aerial Utility Easement AUE
Cemetery fi SS Forced Main Line LOS B (S.U.E.*) FSS —
TELEPHONE:Building I 7 ROADS AND RELATED FEATURES: SS Forced Main Line LOS C (S.U.E.*) - —Fss— —
N School r Existing Telephone Pole � SS Forced Main Line LOS D (S.U.E.*) Fss
Existing Edge of Pavement
Church Proposed Telephone Pole �
�. Existing Curb — MISCELLANEOUS:
Telephone Manhole 0
Dam Proposed Slope Stakes Cut
pUtility Pole 0
HYDROLOGY:SDDOLOCS F
Telephone Pedestal
2 Proposed Slope Stakes Fill Utility Pole with Base
Stream or Body of Water
Telephone Cell Tower
Proposed Curb Ramp H Utility Located Object 0
Hydro, Pool or Reservoir U/G Telephone Cable Hand Hole H
Existing Metal Guardrail Utility Traffic Signal Box s
1 U/G Telephone Cable LOS B (S.U.E.*) - - - -T- - - -
',
�
JS Proposed Guardrail T T T T Utility Unknown U/G Line LOS B (S.U.E.*) ?u,
Buffer Zone 1 BZ1 U/G Telephone Cable LOS C (S.U.E.*) T
Existing Cable Guiderail rl rl rlU/G Tank; Water, Gas, Oil
Buffer Zone 2 BZ2 U/G Telephone Cable LOS D (S.U.E.*) T
Proposed Cable Guiderail n n n n
111311
Flow Arrow U/G Telephone Conduit LOS B (S.U.E.*) -TC—
— - Underground Storage Tank, Approx. Loc.
Equality Symbol ' A/G Tank; Water, Gas, Oil
Disappearing Stream U/G Telephone Conduit LOS C (S.U.E.*) TC
. .Spring Pavement Removal U/G Telephone Conduit LOS D (SUE.*) Geoenvironmental Boring
S GI- I XI IN: U/G Test Hole LOS A (S.U.E.*) m
Wetland U/G Fiber Optics Cable LOS B (S.U.E.*) 1
U
Single Tree Abandoned According to Utility Records AATUR
Proposed Lateral, Tail, Head Ditch > > > > U/G Fiber Optics Cable LOS C (S.U.E.*) T
6 < FL°W Single Shrub 0 End of Information i
False Sump m U/G Fiber Optics Cable LOS D (S.U.E.*) T E.O.I.
0

PROJECT REFERENCE NO. SHEET NO.
303-168 2A
PAVEMENT SCHEDULE R/WSHEETNO.
OS • IF t4Z
C PROP. APPROX. 2.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, �►�� 1CAR /�ii�
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. �� .•ok sea; �iy%��
��:�'4� Gti.p
;4 SEAL �9r-.
E 8" COMPACTED AGGREGATE BASE COURSE, COMPACTED TO 100% OF MAXIMUM 0337:6
•
DENSITY.
R PROP. 2'-6" CURB AND GUTTER
NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND
SURVEYORS LICENSE NO. C3035
S 4" CONCRETE SIDEWALK DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
"rim/
Civil & Environmental
Consultants, Inc.
3701 ARCO CORPORATE DRIVE• SUITE 400 • CHARLOTTE,NC 28273
980-237-0373.800-365-2324
www.cecmc.com
FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
Date: 3/25/2021 By:_ ALL
h
a
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-L- & -Y-
50.00' STREET RIGHT—OF—WAY
12.50' SHOULDER 12.50' 12.50' 12.50' -
h 5.00'
10.00' 10.00' CONCRETE
2.50' LANE LANE 2.50' 3.00' SIDEWALK 4.50'
N
2 MAX 2 MAX
0
1
GRADE
© POINT
1" / FOOT FOOT
4" / FOOT i" / FOOT I / I
1 1 11 1 1IIIIII—III— _ �, - =•F•, I II 1I
2 'MAXI =2 IMAX
`j I III 1 I I I I
I I 1 1 I
I I I I I I I I I I 1
II
I I I I I I I I I I I1 1 11
NOT TO SCALE
U
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TYPICAL SECTION
-L- ALIGNMENT
-Y-ALIGNMENT
I
a

_PROJECT REFERENCE NO. SHEET NO.
SCALE IN FEET 303-168 4
R/W SHEET NO.
0 20 40
IF 4.42. I
SURFACE WATERTS IN 4.0 CARS./
`
LENGTH=195.19'
D
RADIUS=500.00 it
1 •�j
w til \ o CHORD DIRECTION=S 29°26'35.74" E
CHORD LENGTH=193.95' NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND
cz, PI STA=8+27.31©©
��'' � PRX23 65 TANGENT LENGTH=98.85' I SURVEYORS LICENSE NO. C3035
I DOCUMENT NOT CONSIDERED FIN4.�
SAP g2O31� g UNLESS ALL SIGNATURES COMPLETED
�.. 131-2a0 CURB INLET (CI)
0111 RIM=891.82
C? k ( )INV. OUT 18"W =887.13
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/
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Civil & Environmental
t \ Consultants, Inc.
\ ©S 3701 ARCO CORPORATE DRIVE• SUITE 400 • CHARLOTTE,NC 28273
980.237-0373.800-365-2324
www.ceonc com
FOR PERMITTING ONLY
CURB INLET (CI) 4\\\\ NOT FOR CONSTRUCTION
RIM=891.82 (0110 © \ Date: 3/25/2021 By: ALL
INV. IN (18"E)=886.89
INV. OUT (18"SE)=886.69 ©©Ohs \O 3
,o© xD
0112�CURB INLET (CI)
©QRIM=884.73
INV. OUT (18"SW)=880.44
cn N'S/ ...?•z e,
(_� KNo
\� O�' © //�/// ,��/ / // I , / STREAM TOP OF ( j 1I/� // /�/ /� / // I� iBANKI I
W itSTREAM
Z CURB INLET (CI) (0109 i// / / / I 1 ` BOTTOM OF
RIM 884.73 / I i BANK
,,i INV. IN (18"NE)=880.20 iN INV. IN (18"NW)=880.20 © S' \ V / �'� CURB INLET (CI)© �j 0113� I I i \ CLASS II RIP-RAP
RIM=876.99 I iINV. OUT (18"SE)=880.00 `.% " i I \ D50 STONE SIZE = 301N
N INV. OUT (18 SW)=872.00I1I1 \ MIN. DEPTH I 681N
a �� :� � CURB INLET (CQ>>x DOUBLE CMP BARREL y ,1e •%T, / 0107 RIM=873.60
�o r INV 862.00 -i11 �° if, 'M INV. OUT (18"S)=866.49
' Q I iN CURB INLET (CI) ,-DO
ejk / '��' ��� o allo 0106�RIM=886.00 - rt co
a imiQ • ..'� N INV. OUT (18"S)-882.24 0 oo
LENGTH=348.37 ti in-
o RADIUS=275.00' N '\ ' . '''� , +o0L_ -,ter_
4=072°34'55.49" �t�% - 0 E-z..R
CHORD DIRECTION=S 54'33'03.47" E �, I 0 z..R R R w ® © W
., � �� U) w W ® O O O
CHORD LENGTH=325.54 ��
3 PI STA=1 1 +25.59 / \ Aim /y
TANGENT LENGTH=201 .94' z7 Q 4.r** 2'-6" C&G N
cL
a_ *NM b CL
S RCp ^� �'�00 �9 CC J I 13+000 L-
a CURB INLET (CI) �F ��� ,�` 0v �� _ _I I I _ N89' 09' 28.79"E _ _ N- - -�J - - F o-
RIM=876.99 0108 Q ���14.741- .,O� ^�N I I I MM.231.428 o iv 14+00 N 15+00
li INV. IN (18"NE)=871.76 © ��� V l
INV. IN (18"NW)=871.50 / 145 LF OF PROPOSED l�,`y� / I " ;n I r-- - - -
-
/ / PERMANENT STREAM 041116 - N 18 RCP
INV. OUT (18"E)=871.30 IMPACTS ,,0 / 18 RCP •� 2'-6" C&G 18 RCP 200 LF
� / DOUBLE CMP BARREL � ,�� 69 LF
5' SIDEWALK 131 LF
/ INV 859.00 �,iR/ DOUBLE CMP BARREL �, ' ,C.)CN
v 0 0 GAO RvW Ri W OINV 860.00 ► �.. ` © I © © Wo ,.. p / ' CURB INLET (CI)
=' CLASS II RIP-RAP '� / CURB INLET (CI) 0103�
w d � i, owl RIM=886.00
1 D50 STONE SIZE = 30IN .. �i RIM=873.60 CURB INLET (CI)
MIN. DEPTH = 681N ���� •�P' " _ 0102 INV. IN (18"E)=882.00
a /TFR A:sr .-I- ,,' INV. IN (18"E)=864.2 NV. N ( 8"E)=870.04 5 RIM=875.68 INV. IN (18"N)=882.00
STREAM A Fp ► / ��� •�Ir .. _.
O- TOP OF . 1:a Fib; A •,*igi4o�•�'e' INV. IN (18"W)=867.80 INV. OUT 18"W =869.84 INV. OUT (18"W)=881.80
PAW, ( )
o BANK (41 1,:" 0 P' �,I '%,t►��� INV. OUT (24"SW)=864.78 '
LENGTH=134.78
40100,
4 � -44'� ' 1aika irV RADIUS=700.00
UUNNAMED i 4-k I ,fir ,,,,, tjtto »
TRIBUTARY TO �� ��j •',f � 0100 CONCRETE FLARED END SECTION A=01 1°01 53.93
o MUDDY CREEK ( i "1_d��� ,. .� "CO INV. (24")=864.50 83°38'31 .82"
o BOTTOM OF ,�.,� �,�,. ( ) I CHORD DIRECTION=N E
o STREAM ♦�� I ��r�ff�; ,
BANK I I I P�11� CHORD LENGTH=134.57
P,�:f0 RIP-R APDISSIPATOR STA=15+71 .04
(/ i /'l'i; / 1 .0 - TANGENT CLASS II RIP-RAP l l )171
D50 STONE6IN ; /�/ , / MIN. DEPTH12IN
MIN. DEPTH = 13.5 IN �; / i/l l /l "p
i / // /�/' f� CO
CLASS II RIPRAP APRON ' l �`-4lo. �1f
INV = 861.35 ' �ra��1�1
D50 STONE SIZE = 6IN �% '- ��lVik;•
MIN. DEPTH = 13.51N i •%i betO�k
(fit
1�l��ll 11
/ /c �,•~%� `7 , 0 PROPOSED LEVEL SPREADER
�4 r����I BOTTOM RIPRAP BERM AELEVATION TION = 864.50
866.50
/ / RIPRAP BERM D50 STONE SIZE = 121N
/ / PROPOSED 40 LF OF 4"0 SCH 40
/ / / PVC ©1.00% FROM FRENCH DRAIN PROPOSED 4"0 FRENCH DRAIN WITH
/ TO DAYLIGHT CLEANOUTS IN BOTTOM OF LEVEL SPREADER
/ co FRENCH DRAIN INV: 861.75
/
/ FOR -L- PROFILES, SEE SHEET NO. 5
/

_PROJECT REFERENCE NO. SHEET NO.
303-168 5
R/W SHEET NO.
Z . tot
,414".••RCE
;a; -;A 0337•6 •
SEAL r —
�
17*, rii *
NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND
SURVEYORS LICENSE NO. C3035
I DOCUMENT NOT CONSIDERED FIN4.�
UNLESS ALL SIGNATURES COMPLETED
iiliray7
Civil & Environmental
Consultants, Inc.
3701 ARCO CORPORATE DRIVE• SUITE 400 • CHARLOTTE,NC 28273
980-237-0373.800-365-2324
www.cecinc.com
FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
Date: 3/25/2021 By: ALL
HORIZONTAL
SCALE IN FEET
I
O 20 40
VERTICAL
SCALE IN FEET
i
O 5 10
-L-
0
900 N Y 900
N gI IA
N J
0 2 O O
N
r Oof)
0_
- O O
Q.. l j 895 d(ODD m m 895
r �m o
! N
cn No
-(CO)CO
co
a 890 � � � \\'� zo -"� rnrn 890
-�� QM 00 +_ Ni.0
i 18" RCP co o
N N
o INV=887.01 a co J M 01 o000+
a \ pII wQ _ M
q) T \ c~n CO CNo (n w
t \ 4 o: 1- Co + O O (/) U ..
6 \ \ . _3' MIN. COVERS o O I — w
885 —mum \ \ 18" RCP I_J a N N o 8"� PUBLIC 0_ 885
� \ \ INV=880.32 I co I x I °
N � \ \ \ CL " J o WATERMAIN IN i I
\ \ 8 PUBLIC o x ui EASTERN SHOULDER I /
k \ WATERMAIN IN z za�- a co (SEE UTILITY PLANS
�' I EASTERN SHOULDER < o II
Tr
FOR LOCATION)
I (SEE UTILITY PLANS w <Co 4 R �-
880 8 V. • FOR LOCATION) cn c•• I o II 880
3 Lk- g' i� \ doa�o —�R / /
kSOR 3— rn I \ \ , o I PI ELA= 866 54 12+32.59 ,�' MIN. COVER / /
a. ® g SO VC = 300.00
XEM I I K = 15.2 ' j
\ \ / / /
3 875 _ \ 7- _ LP STA: 12+22.69 �� 875
a '18 RCP LP ELEV: 873.89 /
59 \ INV=871.88 • / ,,-� /
4
I
870 ® B Spy °° — — '— "i " 3 ® 2.00� 870
5 PVC
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3 865 8" DIP OUTSIDE I 18" RCP 865
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o (TORM1 BYPASS 860
o w w I72" CMP (BURIED 1')
a o o FLOW CULVERT) INV=860.63
o = ? I I (BASE FLOW CULVERT)
N
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850 zz — zz zzzzz zz zz 850
9+00 10+00 11 +00 12+00 13+00 14+00

_PROJECT REFERENCE NO. SHEET NO.
303-168 EC-1A
R/W SHEET NO.
Zc. Zo2
SKIMMER BASIN WITH BAFFLES DETAIL4�449 8EAt40t1 D-47 s-
1 ; 0337 6 -.
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NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND
SURVEYORS LICENSE NO. C3035
1 DOCUMENT NOT CONSIDERED FIN44
S I I ✓ V - R ( S LE VAR . ) 1 �
STEEL DOS S ( Q ,_}A\TITY VARo ) UNLESS ALL SIGNATURES COMPLETED
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C -0 T-\ _ill 3701 ARCO CORPORATE DRIVE• SUITE 400 • CHARLOTTE,NC 28273
980-237-0373www.c .800o355-2324
www.cecinc.com
PLAST C _SLOP - D RA \ FOR PERMITTING ONLY
D D 12 \ 0 9 9 V \ . NOT FOR CONSTRUCTION
( ) Date: 3/25/2021 By: ALL
e
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_PROJECT REFERENCE NO. SHEET NO.
WATTLE WITH POLYACRYLAMIDE ( PAM ) DETAIL 303-168 EC-1 B
R/W SHEET NO.
0 ``,Z�I��'Z�OZ �
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NOTES: �osr:s '
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USE MINIMUIv 12 IN. DIAMETER EXCELSIOR WATTLE. i r' \
NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND
USE 2 FT. WOODEN STAKES WITH A 2 IN . BY 2 IN. NOMINAL CROSS SECTION. I SURVEYORS LICENSE NO. C3035
\��O . \ 01\
I DOCUMENT NOT CONSIDERED FIN4.�
P EXONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND UNLESS ALL SIGNATURES COMPLETED
WATTLE ANDUR DITCH SLOPES AND AS DIRECTED. 0:h
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE Civil & Environmental
TO WEDGE WATTLE TO BOTTOM OF DITCH. Consultants, Inc.
3701 ARCO CORPORATE DRIVE• SUITE 400 CHARLOTTE,NC 28273
111111'llgt
PROVIDE STAPLES MADE 0 F 0. 12 5 I N . DIAMETER STEEL WIRE FORMED INTO A 980.237-0373.800-366-2324
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U SHAPE NOT LESS THAN 12" IN LENGTH.
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FOR PERMITTING ONLY
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..'.';!...,,, EDGE OF PAVEMENT INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE Date: 3/25/2021 By: ALL
♦ AND AT EACH END TO SECURE IT TO THE SOIL.
E X C E LS 0 WATTLE ::�i�i%i� :�:
��.r������♦♦♦♦♦ INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS.
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� �� LOCATION , AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAN FLOCCULANT
MATTING TO BE APPLIED TO EACH WATTLE.
BACK INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE
SLOPE WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY
N PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.
N N
Z ID(2 A
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STAKE \ATUAL GOU \ D STAKES
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7
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I
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PROJECT REFERENCE NO. SHEET NO.
VA \ ,
S 303-168 EC-1 C
\ 7 \
A A 0 \ D A R/W SHEET NO.
`\\XUl Illl//4/
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0337:6
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•
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: —111
� DOCUMENT NOT CONSIDERED FIN4.�
11
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DACHAV B
NOTES:
THIS DETAIL APPLIES TO STRAW, EXCELSIOR , AND PEVA\ E\T SOIL . EINFOKEV E\T VAT ( PSRM ) I \ STALLATIO\ .
STAPLES SHALL BE \ O . 11 GAUGE STEEL WISE FO 1V ED I \TO A "U " SHAPE WITH A V I \ IMUV THROAT WIDTH OF 1
I \CH A\ D \ OT LESS THA\ 6 INCHES IN LE\ GTH .
\ OT TO S CA L _

_PROJECT REFERENCE NO. SHEET NO.
303-168 EC-1D
R/W SHEET NO.
os Z ZQ2
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NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND
SURVEYORS LICENSE NO. C3035
I DOCUMENT NOT CONSIDERED FINi .
UNLESS ALL SIGNATURES COMPLETED
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o o cn Civil & Environmental
Q Q Q Q Consultants, Inc.
8'ru MAX. WITH WIRE Q � � Q ��
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o�0 I—I Q �0 F-1 Q Date: 3/25/2021 By: ALL
o cn BY ALL CONSTRUCTION VEHICLES. o cn cc
z ~ 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT z •1-1
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TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. o
TOP AND BOTTOM STRAND r w PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. w
SHALL BE 10 GAUGE MIN . l 24" MAX. '' /� 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE r
CC Cn
�� ( 18" MIN . ) // CLEANED UP IMMEDIATELY.
/ 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
1 / �' INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
111-1 I I-111-11-111-I 11-11 I-11 I 11 f 111-111-111-1 1I-I 1 I-I 1-111-=11-111 11- - 1-I1 f-I I i- -=111-III - -I I I—III— I—III—III—III—III—III— j' FREQUENT CHECKS O F THE DEVICE AND TIMELY MAINTENANCE .
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GEOTEXTILE z W : !r... .. - ::V;-' : . z
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DOCUMENT NOT CONSIDERED FIN441.
I UNLESS ALL SIGNATURES COMPLETED
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Fr/
Civil & Environmental
Consultants, Inc.
3701 ARCO CORPORATE DRIVE• SUITE 400 CHARLOTTE,NC 28273
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FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
Date: 3/25/2021 By: ALL
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EROSION AND SEDIMENT CONTROL MEASURES PROJECT REFERENCE NO. SHEET NO.
Std. # escription Symbol 303-168 EC-3
1630.03 Temporary Silt Ditch TSD R/W SHEET NO.
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1605.01 Temporary Silt Fence III III HI 0���„"CA��rio '
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/ / / / SCALE IN FEET
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LIMITS OF A 61632.03 Type C C • DISTURBED AREA
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EROSION AND SEDIMENT CONTROL MEASURES PROJECT REFERENCE NO. SHEET NO.
Std. # Description Symbol 303-168 EC-4
1630.03 Temporary Silt Ditch TSD R/W SHEET NO.
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A / / EW UNLESS ALL SIGNATURES COMPLETED
ik
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' SCALE IN FEET
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PROJECT REFERENCE NO. SHEET NO.
�,01\ \ ` SCALE IN FEET 303-168 UC-1
\ R/W SHEET NO.
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CC INV. OUT (8"SE)=875.42 0 \ , w ���� z .I II I
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8" SDR 35 PVC 13+00 8" SDR 35 PVC SS
INV. IN (8"E)-864.17 (OUTSIDE DROP) / S — a — SS — cs — SS — SS-
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SANITARY SEWER ELECTRICAL INV. OUT (8'W)=886.23
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co TRIBUTARY TO �� . / ��, %INV. IN (8"E)=870.15 ( INV. OUT (8"W)=871.15
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/ / // / / /
A� /
EXISTING /
SS MANHOLE 1002 /
RIM = 865.28 co
INV IN = 859.86 /
INV OUT = 859.76
/ /
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