20190995 Ver 2_UpdatedGrading_SWPlans_20200210

Strickland, Bev
From: Dan Zurlo <[e-mail]>
Sent: Monday, February 10, 2020 11:20 AM
To: Johnson, Alan
Cc: Jeremy Horton
Subject: Re: [External] Re: Preston SW 19-0995
Attachments: Preston Park_UpdatedGrading_SWPlans.pdf
• External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Mff-rt-s—[e-mail]
Hey Alan,
See the updated SW planset for the Preston Park/Cranford Drive. Let me know if you have any questions.
On Wed, Jan 29, 2020 at 2:45 PM Johnson, Alan <alan.johnson o,ncdenr.gov> wrote:
Got it. thanks
From: Dan Zurlo [mailto:[e-mail]]
Sent: Wednesday, January 29, 2020 2:37 PM
To: Johnson, Alan <alan.johnson o,ncdenr.gov>
Cc: Jeremy Horton <jeremy.horton o,timmons.com>
Subject: Fwd: [External] Re: Preston SW 19-0995
1 External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
ort.s amknc. ov
Hey Alan,
See the below from Jeremy. The approval from the town take until February.
Sent from my iPhone
Begin forwarded message:
From: Jeremy Horton <Jeremy.Horton o,timmons.com>
Date: January 6, 2020 at 3:13:52 PM EST
1

To: Dan Zurlo <[e-mail]>
Subject: RE: [External] Re: Preston SW 19-0995
We will have the updated sheets this week. Official approval could take up to a month. The
County wants to review it before we officially submit an RTAP so that we can get the approval
done in one cycle.
Can he approve it based on the update sheets while we wait for County approval? The number
of flumes and locations may change, but we'd still be using them and a ditch as opposed to the
pipe system.
Jeremy Horton, PE
Project Manager
Note new physical address below.
TIMMONS GROUP I www.timmons.com
610 East Morehead Street, Suite 250 1 Charlotte, NC 28202
Desk: 980.500.4849 1 Mobile: [phone]
[e-mail]
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.
From: Dan Zurlo <[e-mail]>
Sent: Monday, January 6, 2020 3:09 PM
To: Jeremy Horton <Jeremy.Horton o,timmons.com>
Subject: Fwd: [External] Re: Preston SW 19-0995
Hey Jeremy,
Hope enjoyed the holidays. Just got this from Alan. He's ready to issue approval for Preston
Park, once we have updated plans and city approval.

---------- Forwarded message ---------
From: Johnson, Alan <alanJohnson o,ncdenr.gov>
Date: Mon, Jan 6, 2020 at 3:06 PM
Subject: RE: [External] Re: Preston SW 19-0995
To: Dan Zurlo <[e-mail]>
Just waiting on the updated information to issue preston park and then will kick
out.
Holiday ... I know. Just following up
Thanks
Alan
From: Johnson, Alan
Sent: Wednesday, December 18, 2019 2:08 PM
To: Dan Zurlo <[e-mail]>
Subject: RE: [External] Re: Preston SW
Great.
From: Dan Zurlo [mailto:dan(cr�,cws-inc.net]
Sent: Wednesday, December 18, 2019 2:06 PM
To: Johnson, Alan <alanJohnson o,ncdenr.gov>
Subject: Fwd: [External] Re: Preston SW
xternal email. Do not click links or open attachments unless you verify. Send all suspicious email as
an attachment to report.spamgpc.gov

Hey Alan,
See Jeremy's response regarding the Preston Park site, 19-0515. They have approval for the
curb cuts, and are currently updating the plans.
---------- Forwarded message ---------
From: Jeremy Horton <Jeremy.Horton o,timmons.com>
Date: Wed, Dec 18, 2019 at 2:01 PM
Subject: RE: [External] Re: Preston SW
To: Dan Zurlo <[e-mail]>
The Town and County have agreed to allow the cuts on the east side of the stream at the
northern end of the development. We are working on revising those plans so we can submit a
revision to approved plans.
Jeremy Horton, PE
Project Manager
Note new physical address below.
TIMMONS GROUP I www.timmons.com
610 East Morehead Street, Suite 250 1 Charlotte, NC 28202
Desk: 980.500.4849 1 Mobile: [phone]
[e-mail]
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.
From: Dan Zurlo <[e-mail]>
Sent: Wednesday, December 18, 2019 11:34 AM
To: Jeremy Horton <Jeremy.Horton o,timmons.com>
Subject: Re: [External] Re: Preston SW
Hey Jeremy,

Following up on this. Has this been approved yet? Alan is ready to issue his approval, but he
needs to know that you have the go ahead.
On Fri, Dec 6, 2019 at 11:23 AM Jeremy Horton <Jeremy.Horton o,timmons.com> wrote:
The County is open to it. I think Pineville is too, but I have a call with them early next week to
make sure they understand why.
Jeremy Horton, PE
Project Manager
Note new physical address below.
TIMMONS GROUP I www.timmons.com
610 East Morehead Street, Suite 250 1 Charlotte, NC 28202
Desk: 980.500.48491 Mobile: [phone]
[e-mail]
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.
From: Dan Zurlo <[e-mail]>
Sent: Friday, December 6, 2019 11:21 AM
To: Jeremy Horton <Jeremy.Horton o timmons.com>
Subject: Fwd: [External] Re: Preston SW
I think this is good news Jeremy.
---------- Forwarded message ---------
From: Johnson, Alan <alan.johnson o,ncdenr.gov>
Date: Fri, Dec 6, 2019 at 11:19 AM
Subject: RE: [External] Re: Preston SW
To: Dan Zurlo <[e-mail]>

Let me know about the curb cuts (confirmation via email from charlotte ... yea or
nay)
And I can get this out probably next week.
From: Dan Zurlo [mailto:[e-mail]]
Sent: Wednesday, December 4, 2019 3:52 PM
To: Johnson, Alan <alan.johnson o,ncdenr.gov>
Cc: Jeremy Horton <Jeremy.Horton o,timmons.com>
Subject: [External] Re: Preston SW
1 External email. Do not click links or open attachments unless you verify. Send all suspicious email
hment to report.spaingnc.gov
Hi Alan,
We have revised the culvert crossing per our meeting. We removed the baffles and the
secondary pipes have been raised out of the stream bank. The revised stream crossing sheets
are attached.
Jeremy checked the capacity for Storm C and he cannot tie Storm D into Storm C because it
would put pipe C2 under capacity and require upsizing the pipe. This would result in less than
minimum cover over the pipe.
He thinks the curb cuts are a good idea and is checking with Pineville and Mecklenburg
County to see if they would accept that.
See below for Jeremy's responses (in red) to your comments:
1) Extending the discharge pipe.

We had discussed this in the meeting. Extending the pipes would cause us to chase
the inverts downstream to be able to daylight and we would still be discharging inside the
stream buffer and close to the stream bank in some areas. See attached. This would also
require us to disturb the buffer around the stream and place fill dirt over the pipe just to
achieve cover and the same result of discharging at the stream. These are 30" pipes and would
require about 4.5' of fill in the floodplain and disturbed buffer to get minimum cover over the
pipe.
2) Constructing "dry" detention discharge "ponds"
We had discussed a ditch for Storm G at Emmett Drive yesterday, but for the inverts
to work, the ditch would need to be at 0.5%. The ditch really needs to be 2% to flow
properly. At 0.5% the ditch would have ponding issues and would pose a mosquito problem
for the adjacent homeowners. Mecklenburg County also require 30" of permeable soil, 6" of
stone, and an underdrain system for the enhanced swale. This would put the underdrains 3'
lower than the pipes are currently and we would not be able to daylight them.
We can't put a pond at the outfall of Storm G because of an existing Charlotte Water sanitary
sewer easement. See attached. Extending Strom G would also lead to conflicts with the sewer
pipe. The line for the sewer pipe is not shown on this sheet, but the easement is. Ponds at the
outfalls at the Orson Oaks crossing would have to be installed inside of the stream buffer and
require more disturbance of the buffer.
3) Why not curb cuts on the back alley ways? Instead of piping? The SW
flows from the street through the buffer. Allows for more opportunity to spread
the SW through the buffer.
This is a good idea and may be possible for the alley on the north east side, maybe
other areas as well. We'd need to confirm that Mecklenburg County and Pineville would
allow this. This would also direct additional flow through the culvert that is currently going
around it with the storm network. We would need to confirm that we can design a crossing
that can handle that flow and still meet the design/site constraints.
4) Combination of pipe extension and pond or call it a glorified plunge pool.
See #1 and #2.
5) Enlarge rear development area and decrease front development area to allow
room for SW discharge (see bottom diagram)
We clustered the lots to provide as much buffer/natural area as we could between the
development and the stream. The limits of development on the west side (rear) were
determined by the sanitary sewer network. The sewer design is at minimum slope and at the
extents of the development it is at minimum cover as well. We cannot extend the development
and still provide gravity sewer service to each lot without raising the site. The budget is
already maxed out and the increase in cost of importing dirt would cause the project to not
move forward.

The diagram below shows: the ditch/pond, pipe extension with extending of fill
material at the same elevation as the street, an "insignificant" discharge to the
culvert. These ideas should be considered for all discharges to stream
culverts. Duke doesn't allow structure in their easement, but a ditch line/pond
maybe be allowable. There is a flood zone, but ditching/ponds could offset fill.
A pond or pipe extension at the Emmett Drive crossing would conflict with the existing
sewer main.
I checked the inverts for coming off J5 with a ditch through the Duke easement, but
this would need to be 2% and it's a longer flow path. At 2%, we'd be coming in below
the bottom of the ditch.
Was this considered? This would allow more room for SW near the road
crossings with more development at the rear. This includes development in the
area that I took the diagram from. Larger buffer for SW discharge for the increase
development
See #5.
On Tue, Dec 3, 2019 at 9:10 AM Johnson, Alan <alan.johnsonkncdenr.gov> wrote:
I have given more thought to the discharge into the culverts. Other ideas should
be explored. Discharging SW into culverts for a good portion of the
development defeats the purpose of low density development. Also reminder of
discharging some SW to the wetland. Thanks, Alan
1) Extending the discharge pipe.
2) Constructing "dry" detention discharge "ponds"

3) Why not curb cuts on the back alley ways? Instead of piping? The SW
flows from the street through the buffer. Allows for more opportunity to spread
the SW through the buffer.
4) Combination of pipe extension and pond or call it a glorified plunge pool.
5) Enlarge rear development area and decrease front development area to allow
room for SW discharge (see bottom diagram)
The diagram below shows: the ditch/pond, pipe extension with extending of fill
material at the same elevation as the street, an "insignificant" discharge to the
culvert. These ideas should be considered for all discharges to stream
culverts. Duke doesn't allow structure in their easement, but a ditch line/pond
maybe be allowable. There is a flood zone, but ditching/ponds could offset fill.
f
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4
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Was this considered? This would allow more room for SW near the road
crossings with more development at the rear. This includes development in the
9

area that I took the diagram from. Larger buffer for SW discharge for the
increase development
I CLILI'l;�
DPI-Pn of 1Wxttr RC-SOUrces
Alan D Johnson — Senior Environmental Specialist
NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records
Law and may be disclosed to third parties unless the content is exempt by statute or other regulation.
10

Daniel Zurlo
Project Scientist
Carolina Wetland Services, Inc.
550 East Westinghouse Boulevard
Charlotte, NC 28273
Cell: 717-460-3466
Office: 704-527-1177
www.cws-inc.net
Daniel Zurlo
Project Scientist
Carolina Wetland Services, Inc.
550 East Westinghouse Boulevard
Charlotte, NC 28273
Cell: 717-460-3466
Office: 704-527-1177
www.cws-inc.net
11

Daniel Zurlo
Project Scientist
Carolina Wetland Services, Inc.
550 East Westinghouse Boulevard
Charlotte, NC 28273
Cell: 717-460-3466
Office: 704-527-1177
www ewe -me net
Daniel Zurlo
Project Scientist
Carolina Wetland Services, Inc.
550 East Westinghouse Boulevard
Charlotte, NC 28273
Cell: 717-460-3466
Office: 704-527-1177
www ewc-ine net
Daniel Zurlo
Project Scientist
Carolina Wetland Services, Inc.
550 East Westinghouse Boulevard
Charlotte, NC 28273
12

Cell: 717-460-3466
Office: 704-527-1177
www.cws-mc.net
Daniel Zurlo
Project Scientist
Carolina Wetland Services, Inc.
550 East Westinghouse Boulevard
Charlotte, NC 28273
Cell: 717-460-3466
Office: 704-527-1177
www.cws-inc.net
13

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cry FE=560.14 FGE=560.35 I 1 11 F-
ASEMENT i B 0.19±AC GE=556.4 FGE=557. GE=557.5 FGE=558.0 FGE=559.3 GE=559.8 GE=560.4 66 \ I / II
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C 2 FFE=562.35
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D55 4 / 559 I I Ill I I / I I I a Ei rn Z Z Z Z
43 560 FGE=561.77 34 I I \ 1 I / / � Lu 2 r.
- - - - - - - 1 - - - � - - - C L4 \ - - - - PE=562.02' \ I I I I I I Om DOUBLE CURB INLET � � -,:I-
- W W W W
-� /cam\ \ \\III(; �1►�f z�°X U����
' �� i \ 1 III I I� STORM PIPE < Q " a U) U
560 I 1 I/ 11 II o �_ 41 w w U U U
`�- D52 - \ �IoIIII�IIr�1111`n �V _0 c:), 0 � �C,
3 C85 EMMETT DRIVE �' o C49 ,n I I I I I �' I I I /� QQ STORM MANHOLE cn Z Z Z p
C87 C41 C47 C48 I m 1 � ro o z
__ _-_ PRESIDENTIAL COLLECTOR_ �- --- --- --- --- - ---L-- --- - --_ _ - - EMMETT_ C57 _ I \ IIII l \ I I = o O � U
C .7 C28 T STA 10+00 TO 34+52.53 U U (18' R I `� 1\ III ` IIII F- � �i O O O Z
C35 C37 U SS r ) C39 C89 -- - m- I _ 1I I I �� I I I I I 0 CD > O
� 60' RAN) I I �700 SPOT ELEVATION o o � U U U
29 / C36 C38 ■ m ` I C91 559 I '\ 1l 1 �I I I I 1 I I I I tt! FFE: 700.00 H (A C) � z z z Q
I III I I FINISHED FLOOR 1-I Q Q Q
I I ) I I ELEVATION J
STORM DRAINAGE C 5 - - - - - - - - - - - - I 33 I I \ o
2 � 5 i / r 558 �58 I I FFE=560.43 � � + \ I IIII (I ,
C25 EASEMENT 559 I I ' FGE=559.85 111I III IIII FGE: 700.00 FINISHED GARAGE IU
/ 560 I I I I I I I I /III / ELEVATION J
c31 I I I I I I I I I 559 I PE=560.10' � I h� \\ 1 I I I f f \ 1 ����
FFE=556.1 FFE=556.6 u� FE- 57.3 FE=557.8 �Q� FE=558.41 FFE=558.9 - -
STORM DRA 11AA I I I (I 1 w
�s GE=555.5 I GE=556.0 uu� GE=5 .7 I ( GE=557.2 cry GE=557.8 I I I GE=558.4 I FE=559.56 FFE=560.1 I FFE=560.4 I FFE=560.4 I FE=560.78 I FE=560.2 I FE=559.71 I FE=559.3 I FE=559.47 I FE=559.8 I FE=560.44 I FFE=560.4 I (5s C63 I I EASEMENT Ill it J I 111 1,1 I PE: 700.00 PAD ELEVATION O O O O
/ PE=555.77' PE=556.34' uu� PE-557. 4' PE=557.50' PE=558.07 PE=558.65' GE=558.9 FGE=559.5 FGE=559.8 FGE=559.8 GE=559.62 GE=559.1 GE=558.5 GE=558.2 GE=558.31 GE=558.6 GE=559.28 FGE=559.2 S I I 1 III III III / \ \ O
PE=559.22' PE=559.79' PE=560.10 PE=560.1 E=560.45' PE=559.93' PE=559.37' PE=559.03' E=559.14' PE=559.51' E=560.11' PE=560.11 FFE=560.43 co IIII I I I I (/ / I I w > > > >
2 3 4 5 ao 6 7 rn 8 9 10 11 12 13 14 rn 15 16 17 18 u� = 32 I PROPOSEd 6' I III 1 I FIDE: 700.00 FLOOD PROTECTION , M W LLI W LLI
\ / 1 I I Lo I w co I I I I PE=560.10' I M III 1 I II 1 w
Lo Lo o FGE 559.85 BLACK CHAT I 1 1 I I I ELEVATION w '
COS / I to I LINK FENCF /IIIIIII IIIII g ry
/ 0.31±AC. \ C I I J -- -- I ` 1III.IIII I I I I I I I I FLARED END LL U) z O o c:)
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/ I All 1SA5 PE=559.73' /1 I I I I l IIII I Vf iD w p Q)ON
69 I oo I I / 1 - - 558 - - - - - ■ I - ` I 11 III I l 1 I I / 1 \ \ \ ■ STRUCTURE O0 DATE
�- --- - - - - --- - - --- --- - - - --- - - - - - - - - m -� I � I �
I I I I 11 1 1 11 / Z
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2 \- - - - - 5 18' R/W 2$ B6 I I FFE=559.69 30 to
co h r / \\ 1 /III J Il 1 I I /IIII \ ) I \ \
555 - - - 556 557- - - - - - - - - - - - - - - 557�558 ' O - I Lo FGE=559.11 I I \ /IIIIIII I /t I / / t t III)) \ / U DRAWN BY
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559 I 558 559- I 1 \,1 III I III I I \ 1 \ \ � \ \
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/ 4j��/ y- - ST RM DRAINAGEln \ I I STORM FFE=558.56 TREE LINE�TYPt 11 I I IIIIIII I ) I I I oC
' 1-9 %� \ \ EASEMENT B31 DRAINAGL9 FGE=558.56 66 1 I III I / I ) _ - DESIGNED BY
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/ EXISTING FGE=557.97 i i 1 Y I I / I I I / \ p C. TODD
\ \ AQ, ATER SANITARY SEWER \ / \ FFE=558.95 NORFOLi 1II I , 1 / I I 1
\ \ / \ WETLANDS / I PE=558.22' co 28 I I l II I
/ s S n EASEMENT \ / ` / I \ Lo FGE=558.37 I SOUTHER IIII 1 , I I I - \ t I 1 I • � SCALE
/ w `sue \ \ / EXI�ITG 60' CHARLOTTE \ \ 1 - - 558 - - I I PE 558.62' , I RAILROAD RlGhll 1 1 1 I t t I I III 1 \ \ \ t r =
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\ / WATER FORCE MAIN \ - \ ' \\ mil\ / ¢ FFE=559.23 �� \Illll
\ SANITARY SEWER \ ` \ _ - / 'c / ' ' B33 22 I \ 1 11 I
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LOT 57 \ \ a5` / \ 1 1 l I 1 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING -
/ / I \ / ` \ ` / ` �\ / \ _ \\ \ I 1 1 I t I I t If II' t APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
/ L \ ` \ / \ , I ARE LOCATED PRIOR TO CONSTRUCTION.
- B45 \ I I I (( / 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING JOB NO.
/ ( /
- - \ I � \ \ \ \ \ � \ \ / I I I , 1 l I\ FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
IbINTC H L I N E- H ET C405 / 1 , 111 I I ► , , I PUBLIC.
/ ) / \ \\ \ \ \ \ \ \ ��w\ ` �\ 1 t \ ) / /IIII IIIII I I 1 J I 1 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE 4194 6
I, I I I 1 I I , REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
1 N \ \ \ e4 / III I I III t DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
/ \ \ ■ UTILITIES SPECIFICATIONS.
IIIIJJI I,\ \
,I \\, I4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-406
\1 \ \ \ / / J l 1 PART 1926 SUBPART P, OR AS AMENDED. 7
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/ ' 100' BUFFER \ / / / I / / 11 / I I 111 Il r l l I oC
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EXISTING 68'DUKE 560. -\ OPOWER R/W / I • CHECKED BY
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\ \ FFE=557.4 I I E-556.55' PE=556.92 PE=557.87 PE-558.24 `PE-558.6 ' PE-559.59 / 43 \ \ . I I ( I 1 0 U J W
58 \ GE=557.4 \ `�'E=557.14' I E=557.02' I E=556.54' I I I I PE=557.29' I I PE=559.05' I I I GE-560.2 / \ S6O I IIIII 11, / I I l i
E=557.14' 1 I I I I I I FE=560.83 / / / I
/ FFE=556.8 [7 PE 559.87I / l I III /
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59 \
E=556.47' to S 556 PE=561.1 / / \ FFE=556. � SS / ^ .' � � 558 $$ � � / GE=561.4 - / h�j � � \ I'' I I 1 r 1 ► I I III \ 1
\ \ FGE=556.0 25' BUFFER
\ \ 60 \ D33 [035 < J D37 FGE=562.07
/ S6 PE=561.7 0
FFE=555. \E=555.75 CRANFO IVE D39 41 / 41
0 \ 7 I II 1 1 I I I I
l\ FGE=555.36 3 D34 0 - - _ --_ - D36 LO ESIDENTIAL - N _ - - - D38 - / -
\ _ _ FE=562.69
\ \ E=555.02' \� / / p32 _ - - 0 $$ STA 0 TO 28+94.4) p $$ - FGE-562.69
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\ D71 D73 / 11\I
\ FG==554.64 /- 11 I ' t 1 I I I 1 I
\ E=554.30' \ 29 / �: - - - - - - O / FE=563.28 \ \ I r
62\Ni 63 / -553 / T i `\FGE=563.28 / / BUILDING \� I / /( IIII 1 11 \�► I 1 I I 1 /
6j / 555 �SY, E=562.9 PA , Ty
/� / / / 1 I 1 SCALE 1 "=40'
FFE=554.2\ �- / 559 S Z / 39 \' I / III I \ 1 1 7- /
FGE=553.70 r \ �-
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FFE=556.6 1 �\ \ FE=563.37 / \` STORM I �_ / I \ \1 I I l / I I , 0 40' 80'
\ I / , / GE=556.0 I GE=556.64 I I GE=558.3 GE=558.8 I FGE=559.2 GE=559.7 I GE=560.1 I GE 60.5 /
GE=557.2 GE=557.5 FGE=563.37 DRAINAGE I I I
\ ■ �� \ FFE=556.0 E=556.31' I E=556.89 E=557.47' I PE=557.18' PE=558.06 PE=558.50' PE=558.9 ' PE=559.39' E=559.84' PE=560.19' FE=560.7 \ \ I 1 1
I t I I I I I / PE=563.0 j \ \ \ EASEMENT
�� 5 \ GE=555.4 \ 79 78 77 / 76 75 74 73 72 71 PE=560.3 ' / ` S6, 38
3.13 ` 69 E=555.70' 80 70 \ \ cN �� I \ / \
3.38' `t' FE=555.4 81 \ \ I I I I I / FE=561.1 \ ` ■ /FFE=563.37 �\ I I (' I / /' I 1, `
GE=554.84 FGE=560.54 \ \� FGE=56If 7 \
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��/ � � � \ \ \ , � � 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
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\ // `� 1 I I / APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
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V FGE=554.23 \� \ 555 �'<, r \ O / \� I \ ( \ 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING JOB NO.
/ FE=561.7 FE=562.93 \ (( I / FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
_ �j
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\ PE=561.3 \ PE=562.59' / / O L E H E`, 0 'I I I I 3. ALL PAVEMENT CUTS, CONCRETE R ASPHALT, ARE TO BE 4194 6
_ ! O M I U I O O S
\ / � _- STORM DR�I G-L�_ ENOREE DRIVE _ _ _-_ _- / 68 \ � � (p � I I I I I I I \ REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
E=554.0 - EASEMENT 64 (22' R/W) _ /� \` S> \ / I I 1 ( III / , 1 J \ DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
D62 / / / \ / / \ I '1 , 1 I I , , ( \ UTILITIES SPECIFICATIONS.
Q 5 GE=553.50 \ O - _ \ I 1 1 I I I 1 I 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-407
E=553.75' \ - 36 \ FFE=562.70 \\ 1 ( I I I I I PART 1926 SUBPART P, OR AS AMENDED.
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4.55' \ / / o o / / o � < \ / �\ 1�i 6>\T ' OP t-T\
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0 0 \ A� 00 / / i EKS MEWF\ \ S�` PE=552.53' O \
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MITIGATION. SEE SHEET L-200 FOR i D21 \ o
K3 / K1 ° ° BUFFER IMPLEMENTATION NOTES. / /' D3 Q O,QS \ g p� Ox' / / / \ CONTRACTOR TO \\ / PE=553.24' W E
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HEADW L ° 1 / 1 / SANITARY SEWER \ C 7 C28 i N cn O O O Z
4j / / / / /�► I I J\ TYP ) o EASEMENT \ / �700 SPOT ELEVATION 0 c w U U U
kph / pr\Y / - \ ° I / I\ 29 +' o Z Z Z Q
' \ / / \ \ \ / ° D5 I \ I / Cos FFE: 700.00 FINISHED FLOOR w J Q Q Q
PP IINI/A\ \ \ \ ° - / \ 0.20± AC. / ELEVATION o W Z Z Z W
NO DEVELOPMENT TO OCCUR WITHIN JOP OF B�4N / / / 1 I 1 I I / _ I \ \ STORM DRAINAGE Z
THE DUKE ENERGY EASEMENT PRIOR TO \ j�/ / 1 1 10 \ , / \ \ C23 4 C25 EASEMENT O O O
COMPLETION OF THE POLE RELOCATION EEK / // J \ Jo / / / / C3 FGE. 700.00 FINISHED
ONARAGE U w w w o
PROJECT BY DUKE ENERGY. A _ - - ENTERL NE / / C3 i / \
r / / / / I FL OD o � � � �
U TEMPORARY STREAM CROSSING SHALL F E t 0 20' STORM - I / / \ \ \ U�ry \ \\ J
/ DRAINAGE \
BE ALLOWED AT THE ORSON OAKS / � ^ 0 O O O O
/ / D F ° \ EASEMENT , PE: 700.00 PAD ELEVATION vi W W W W
/ CROSSING TO ALLOW FOR PLACEMENT \ // / 1 - - / / Cb \ `r�r H () U) () U)
OF FILL ON THE WEST SIDE OF THE / / / _ C C93 / / h�j \ FFE=552.1\ ' / t O j j j j
'S41- - - STREAM. EMMETT DRIVE WILL BE USED ' \ / / C1 +A ' FGE=550.43 / FPE: 700.00 FLOOD PROTECTION J , M W LLI W LLI
LLf AS A CONSTRUCTION EASEMENT, BUT \ / / / / / / S4� =- S! C65 - E=551.76
/ W NO CHANGE IN GRADE IS ALLOWED AT / / / / / / \ C21 / / \ \ ELEVATION w
/ THE EMMETT DRIVE CROSSING. / \ / I\ / / _ - CZ C5 I \ \ / / \ \\ 107 \ \ \ / / COS Q U
/ CONTRACTOR TO PLACE THE / / / \\ 1 w / 0 - C6 / ^� \ FFE=551.8 \ / / 0.31± AC. \ 0 FLARED END LL cn z O O O o
/ NECESSARY SIGNAGE AND-FLA S TO 5. CREW I \ I o/ 0 / / \ FGE=550.15 . J - Q
NDIST D / / ° / / �� \ 0 SECTION W/ RIP RAP �++ z Lu w
540 NOTIFY WORKERS OFitO OVE HEAD>\EN SPACE / I 1 / i PE-551.48 / l \ APRON Q
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--/ / �\ /��/ »>/0 \/�-- 00000000°°- / sG�0/ \\\ 96 \ / ? J.HORTON
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- - - - - - \ - l / J / / l I 1 PO 0 O ° 0 ° O O O _ _ \ I \ _ - - -11. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
c75- - - 1 _ - _` - l ` l I I - O O O O O O O a \° O _ y 1 - - - - _ - L APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES m a
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- \ \ _ - _ _ _ / ► _ - °-� o �° ° - / U W PUBLIC. 41946
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00 / - - / W REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA °
° o O ° - _ _ _ - DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO. Q o
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C-408 .LD
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\ \ i I I ,,'-------_ \�, LEGEND
o f
700 MINOR CONTOURS o N
\ 1 N/F I \ \ \ I I I I U c
\ N/F \
I \\ N/F I �� - - _ /�\ 700 MAJOR CONTOURS z E / \ \ HA B 18 F GRIFFITHS \ DELINGER INVESTMENTS, LLC \ I I E 6 I \ I 11 \ 10306 /NDUSTAIIAT , LLC- - _ r \ w E
DB 18467 PG. 513
\ \ DB. 227$0 PG. 36
_ 562 _ - � / � PlD # 20508111 DB 27889 P(�. 4/2r� - - - - � _
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Lu 0lr z v,cnv,fn
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- OF THE HARO F. GRIFFITHS _ - ' \ / < \ \ \ \ 1 I I - \ 1 \ - \ \ / / I \ _ / J O o
REVOCA LE TRUST _ _ 564 - - - \ \ \ f ` \ _ I I I I\ , I I / / _ - - - 1 / - - \ \ \ �\ / / / / / I \ a ^ U
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r/ _ / \ / !// • • w SCALE
100' BUFFER IN,/ I / r I I \ / \ /
1 NO DEVELOPMIFNT TO OCCUR WITHIN THE DUKE ENERGY EASEMENT PR1QR TO COMPLETION OF \ _
\ \ \ EXISTING 60' CHARLOTTE WATER - _ - _ - _ - J - \ ' / / C6NTRACTOR TO I \ / I 1 THE-POtERELOCATION PROJECT BY DUKE ENERGY. A TEMPORARY STREAM CROSSING SHALL BE ` • Q AS SHOWN
\ SANITARY SEWER EASEMENT _ - _ _ \ \ ' / I INSTALL OUTER PIPE IN I I \ ALLOWED AT THE ORSON OAKS CROSSING TO ALLOW FOR PLACEMENT OF\fILL ON THE WEST z
PLANTING STRIP, TYP. I \ / SIDE OF THE STREAM. EMMETT DRIVE WILL BE USED AS A CONSTRUCTION EASEMENT, BUT NO � i / •
CHANGE IN GRADE IS ALLOWED AT THE EMMETT DRIVE CROSSING. CONTRACTOR TO PLACE THE
/ f, / NECESSARY SIGNAGE AND FLAGS TO NOTIFY WORKERS OF LOW OVERHEAD POWER LINES. \ I �I' O >
119
\� E7
=555.51 \ / CONTRACTOR TO I 1 \ \ / I \ `ss� /
' I PROVIDE SEALED 8 I \ \ \ HUB \ O-
=554.93 J23 \ ' , / ENGINEERED DRAWINGS \ 1 / O \
555.18' / \ E 2
118 \S2 2� \ 100' BUFFER I / FOR STRUCTURES WITH I E 3 I /' (' /
E=5! 4.80 \ J21 \ Y DUAL PIPES, TYP. I �, OHL)
\ i \ do
=55 ,4 \ \ \ ' /'I I I W i PROPOSED GRADE \ i \ \ \ \
AT POWER LINE
00 CROSSING:548.95±
I
K55 FE=554.45 \ \ / I E5 \\ OH 7 PROPERTY LINE
FGE=553.28 / �\ PROPOSED 22' IRE/ I U/ i
PE=554.1 / 116 / \Qp\ \ ACCESS EA E MENT INPOLE LIMITS I
S J19 \ \ OF GRADING EXISTING POWER �
\ \ \
-179 / FE=553.72 / 22 \ / ` RESTRICTION (25') I I LINE TO BE / OHS
/FGE=552.55 / J //�� \ \ I RAISED \ \ \
PE=553.3 n \
STORM DRAINAGE \ / \ EXISTING 68' DUKE
LIJ POWER R/W I \ \ \ N
FE=553.25 \` ✓ \ EASEMENT \ / 549 `\ PROP/SED - SS
`SA FGE=5 ' J 17 LOCATION OF
K 3 PE=552.9 ... / / 78 _ 547 NEW POLE ' I 1 \ 1 / wool
\ $S2 /FGE=551.54 h� / / \ /� / \ \ , 1 I I \ /
PE=552.37' V \ \ \ \ I ± I\/ / 1 / / / \
�o� \ \ \ \ I \ i Il I / Q
FE=552.05
/ FGE=550.88 J
54.45 K51 PE=551.7 / 112 549/ SIRE ACCESS ROAD \ \ \ \ I / I `I� / °h� / 1 Lu o Q
553.2 / \ / , STORM DRAINAGE 4$ / \ \ \ \ \ \ / 100' BUFFER / AMENITY / / 551 (� n �' J
54. FE=551.29 _ / �+
/ / /' ss� J15 / / EASEMENT 5 \ \ _ 100'BUFFER /
� � r- \ , PROPERTY LINE / Z U a
/FGE=550.12 O / \ \ p1 \d 1 / / / I_I_I
FGE=553.19 , 111 _
m PE=553.4 / FE=550.76 / 32 J33 \ ' \ __ �� \ / / /
248 K49 \`/ FGE=549.60 \ \ ' \ \ BUFFER 547 \ \\ r' I 9 /,� J O Z z
S S,� SO PE=550.4 V-� ` \ >� 5 �•
550 ;90�/I P/ / \ - \ \ PROPOSED GRADE AT POWER \ _ �cS> / / / ' .trj�M Z LL
i b / 47 O S� _ LINE CROSSING: 548.50± \ I �`� / J %� J_
T\O<<FC� J13 0 / \ \ EXISTING POWER \ % f _ / 2 S/'� v • >
STORM \ `� / /rJ47 O z
LINE TO BE RAISED w V
DRAINAGE \ / i <
\ 7 / \
EASEMENT / � \ EXISTING 81' DUKE � � 545 i �
POWER RA*
O h FE=554.81 _ \ 5 et
_ / \ \ S ACCESS EASE ENT �. c�6 � p �
FGE=554.81 , / COMMUNITY \ % ,,,DB #32957 P _ - - _5 4 - \� (1) 42"
K45 PE=554.4 FLOOD FRINGE �\ / h�
�` � /~�. \` � CIRCULAR RC , COS �/ \ 60 \
FE=554 8� / J11 ` - \ FEMA FLOOD \ / /
\/FGE=554.81 \ . ' ROE \ /o o/ \ / (2) 24 \ , \ FFE=55f O
PE=554.4 / \ \� / O \ / \ CIRCULAR RCP ` ,
\ 0 0 1 0 FGE=55. z
/246 / _ \
BUILDING J9 v / / \ / 0 � /r ' o / / /�/ ,� TEMPORARY TIMBER OR STEEL \ �' \ f I E=555. p�
\ - \ d / PROP ED / S \ IDGE TO BE USED PRIOR TO �� \ \ \ 2
TY� o r / / \ HEAD ALL �� O E ISSUED BY USACE. FC--554.64
11 / 547 \ 0 0 o 0 o a\ o 0 0 o ego 0 0 00 0 0 0 0_ �o -O o0 0 ° o j O'� /
O ^ \ o 0 0 0 0 0 ° ° , \ / o \ / , E=554.30'
\
J /o G3 - PROPOSED CONCRETE 62 SCALE 1"=40
/ K13 / � o ( FLUME, SEE D�l"A1t O
h ` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vo 0 0 0 o I CREEK \ , U / FFE=554.2
/ \ / n 0 / 0 0 0 0 0 0 0 / //o -"o CENTERLINE \ \ > SHEET C-7?C1, TYP. \ FGE=553.70 'NOR
K9 S46 / ° / / I APPROXIMATE \ \ ' /
�4� K STORM DRAINAGE v \ / / / /'�j'0 0 %\� TOP OF BANK \ ' �' /' o� E=553.95'I / Q 40 80'
\l / t
FFI =5 86 \ ` EASEMENT I `0 / / \ \ 0\� _ _ _ _ _ \ / 0
> FGL=553. \ _ / ' ' \ / / (\ ° \0 ° �\ ` �rh / \ \ \ / / FFE=553.\` \
PE=554.53' r / / �� / / - o o \ \ \ /h0 D15 ` o / / \\ FGE=553.13
K17 \ 25'PO E FFSET / o
/\ 245 I / - \ / / / //� , o o
/ 7' CLEAR ZONE SEE / J7 -(� � / o
\ DETAIL SHEET C-701 , 0 ` /1 _ - - / /ji' r' 00 0 °
- FE=555.25 / 0 88.15'± - J- _ i / , 0 / . / - \
\ \ \ - �_ / O - , \ 64 \ 1 CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
- FGE=554.08 , 0 ° . / r o / / \ \ / Q 549 ` / J \ / . -
=554.91' \ ,� o / ' /' ° / ��!• 551 / \ FFE=553.19 D27 / J APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
� p- \ �� ARE LOCATED PRIOR TO CONSTRUCTION.
\ 244 \ \ / / / , 0 0 \ / \ / j/ , \ ° ' / \ \ ® - - E=552.86' V ' 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING JOB NO.
L / ' ° ° / / ' ' ' ° MATC JNE-SHEET C4 0 / / FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
9 54.89 \ / ( O ° _ . \ \ PROPOSED GRADE AT , \ \ / / , PUBLIC. 41946
O J / / POWER L CROSSI'NG: 0 ) / \�2, D47 / / \ / 13 ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
53.72 \ \ / / O / \ \ \j ' 45 2± ° 0 - - / / 'L/�C� \ \ \ v / / REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
4.55' N / O // ` / J / �\ i \T , DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
243 / ^ 0 0 / J5 �)48"RCP 0 0 0 0/6 \ STOR \ \ �6 5,�0 FFE=552.86 UTILITIES SPECIFICATIONS.
n \ .\ h� / 0 /� 2 36" RoCIB 0° / /5cj0 i / DRAIINA 6 \c` / FGE=551.70 C-409
/ O O / ( ) � 4 SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
/ / S ME E=552.53' PART 1926 SUBPART P, OR AS AMENDED.
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LEGEND
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700 MAJOR CONTOURS z 0
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® PROP INLET
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❑O CURB INLET a O N Ln o z cn
w O
YJ M
Om DOUBLE CURB INLET O cn o z z z
a v
STORM PIPE Q = w OO 0O 0O
0 U -
QQ STORM MANHOLE U) cc CD z Z z-- Z
o
a) o00
><--700 SPOT ELEVATION o CD U u U
w DOD
FFE: 700.00 FINISHED FLOOR ,0, � Q Q Q
ELEVATION o w
FGE: 700.00 FINISHED GARAGE O OO O
ELEVATION J a a a
PE: 700.00 PAD ELEVATION O O O
0
FPE: 700.00 FLOOD PROTECTION J M W W W
ELEVATION _j , ; -4 '
w 00
rr
0) 0) rn
FLARED END LL U) z .. .
0 SECTION W/ RIP RAP J z LL
APRON C7 - Q o N M '
13 OUTLET CONTROL o v a o o
STRUCTURE O� DATE
1211912018
U DRAWN BY
s
2
SCALE 1 "=40'
NOR
0 40' 80'
f
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A. DALE
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DESIGNED BY
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J. HORTON
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CHECKED BY
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• •
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SCALE
u
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AS SHOWN
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O
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
ARE LOCATED PRIOR TO CONSTRUCTION.
JOB NO.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
PUBLIC.
41 946
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE
UTILITIES SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
PART 1926 SUBPART P, OR AS AMENDED.
SHEET NO.
C-410

FFEf=559.74 �- ►� , \ / 1 / i \\ /�/ / ` j OFF g IV - - - - - - - - '
I Q' - FGE=559.15
209 PE=559.40'
FFE=559.02
M33 / FFE=55�.0 0' 132 P37 �r ' / `��� CA
FGE--55,9.02/ ` - _ FGE=558.48 V E=560.02 / \ / "/" \� - O�\. R��
PE=558.68' \ 274 PE=558.73' , \ \FGE=560.02 / / 1 / J� - - \ `��cy ••ESS/Of,•••,• �iG'�.
E=559. � ° \ � � •Q r•
55a � \ ■ - _ - AFL
- - -
FGE=558.43-
- -
� 21 Qom. PE=558.68' � 283 FE=558.50 y 131 f °•' _ °J25 ' c5`� \ \ F of=558_58 - M31 \ ` i - F Q
- / FCC=557-92 FE=560.11 P21 1 - m -
-/ / _ � FGE-560.11 /
\ \ E=558.25' PE=55�.1 T \ - 1 -1�25- 124 � /123 _ -
/ \ , / ,i 273 �,\ E=559.7T �' _126 u7 a '''�''/�.��PHER.J ��0,`•
\ �b` c5` ►n/ FE=557.9 FFE=557.5 FE=557.09 I / a ��U�ii�nU�%%*
1 1' / 0203/20
FGE=57.65 ' \ / cS`� \ ° ■ 2Z FE=558.44 GE=557.9 FGE=557.5 GE=557.0 I FE=556.65
211 PE=558�k ' / 284 \ SS FE=557.9 '� 1�' \ \oo E=558.44 E=557.66' I PE=557. RE--556.76' GE=956:6 E=556.28
\ �\ FFE=558. I I I I PE-556.f32
\ �s ✓ g / 128 E=558.11'
\FFE=557.84 / FGE=557.37 \ � 1 I I � �- I GE=555.7 /
M79 F E 557 .1 % \ 272PE=557.62' Q FFE=559.3 FGE=558.8 1 PE=555.9 FE=55`3.66 119 `�
/ M / \ \ / A v \ \ \ PE=558.56' - I I GE 555.0 / / LEGEND o E
/ - 5 M� ' \ i / 129 \ 3E=559.3 \ 556 / / / ry 0
_ FFE=558.0 / \8 5� / � / Q l FORM \ - E-559.01' \ \ I / K59 / / PE 555.3 / 700 MINOR CONTOURS co
I FGE=55lZ.86 \ _ / S�� \ cs6,, P29 P25 P23 I DRAINA FFE-559. \ /
212 PE=557.70' \ �� \ 285 v \ \ \° M' I ASEMEN FGE=559.5 / / - /' $$$ 5=554.93/ r 118 / 700 MAJOR CONTOURS z o
I PE=555.18' E
U/ \ �\ / ) ?� - ` F5�31� FE=557.59 \< a I 130 \ E=559.21' J _� K57 F5 .80 w E
FGE=557.00 . \ I \ - = o
\O PE=557.25' \ FFE=559.5 - - - - - - /
_ O S PE=556.97' / \ \ ■ FGE=5 .2 ® PROP INLET L
1 1 - PE=55 .4
271 / / P31 GE=559.55 / _ _ K5$ Q
W U
M FGE=556. 9 / E=559.21' / - _
/ / / \ / _�- p 11 SLAB TOP INLET o
RE=556.92' / / 286 \ \ / ` \ Q s ° / K41 / Y _' K55 - - / _ LL o 0
213 / / \\` FE=556.88 \ \ �\ J \ d`sS• FE=558.14 OC'�'S�� / \ ° ° / /, K39 - / _ / FGE=553 O IIII
/•\ / -° FE-554. � CURB INLET � O N '� z
\FGE=556.88 FGE=557.56 ��'Lp l F PE-554.A
PE=557.8 P33 \ S F r ■ ' (3t- -) a W W W W
_ _ \ o.Q / y r\� O� \ / \ kSs Om DOUBLE CURB INLET O cn CD ,
CD
FFE=556.9� \ ■ R1 \ / \ \ / 270 / "�2 ti\ OP S�PEG $ /' \ / / yy5 _� \ / \ z v U z
FGE=555.81 \ M2 / 9� ` ■ \� GkO� 1 / h - a� X O O O O
c3` OFF 556.64' - �` �co0 \\P0 21 ' , / STORM PIPE Q U - Q U U U a
/ y \-- \ FG�57.86 I / O \ _0 W
ss / \ \. PE=558.�1' / \. OX l60 \ STORM " SS �� L / �\� ,�- O STORM MANHOLE aM CD
� �O O z z z 4
F --557.05� , \ \' 'l 269 / / / \ e \ / a" LRAINAGE I \ / / S� / L O O O Z
/ E=556.33 \ FGE=557.05 / \\� / �� ` E SEMENT I \� \ / \ �700 SPOT ELEVATION 0 o '-' U U U
/ FGE=555.17 \ �c / � � I O
\ _ PE=556.00 �, _ \ E=556. / \ FGE=558.08 ` \ �56 / �� \ COS / / / / / Lu O O O Z
545IZK
� ° ° ° o ° o \ - 215 - / / \ ��� \ c� \ \ p =55g g \ ,�\ / / K37 0.21±AC. / FFE: 700.00 FINISHED FLOOR w o Q Q Q
// °268E
Cos ( / / \ \` ELEVATION o w Z Z Z Z
0 ° ° ° ° ° o c3`> \' =556.4 �/ E=557 42 \' \ / / .�5 x / 0.19± AC. I / \ \ / FE=555.2 Q �
- 6 0 - \ 0 � °° \ \ \ F E-556.25 / O O O
\ - FI 556 085 4� COS `�` O BUILD PJ/G ( / / � OC � OC
\� \ ' �\ - E557.09' / h� I �� \ \ \ / PE=554. `� FGE: 700.00 FINISHED GARAGE
\ o o s I \ I \ \ \ \ / cS / 250 / K5 ELEVATION U W W W W
/ \ g c5s 0 \06± AC. I p . �O - . I / PAD/ P. 257 / SS \` ,/ FE=554 f15 J a a a a
216 \ ^ 289 \ \ / FGE=5 2
PE: 700.00 PAD ELEVATION vi W W W W
= \ /< E=557.94 / \ 2 , \ 1 \ 5 \ I ( FE=557.45 �� / / / PE=554. / H � U) �
S¢2 \ \ E-556.8 . / FGE=557.45 h \ \ ti ti ti ti
FG\E=556.80 \ \ / . ,/ , ° � / 249 / / I O , ] ,
=555.68 \\ �\ E�557.63' ro. ' / \ I� I PE= .1 256 // ,5- FE 53.77 FPE: 700.00 FLOOD PROTECTION W W W W
I° ELEVATION Lu
00
E=556.67 / c�T Q6 ti P=553.4 � N
- �- \ 0 / ■ . \ E=558.44 . , 67 \
I GE=556.67 `�' �i F O 0) O O
E=557 S :�Q O O O O
\ \ STO FGE=557.74 / ■ °° / � 24g Q � U
5562 . \ PE=558.11' \ / / 267 / I / FLARED END U. z \ \ \ \
� DRAIN \PE=558.5 K 5 PE=556.33' 255 A �,
23 / / I \ <<c / �� / 0 SECTION W/ RIP RAP Lu z LL Lu N N N N
�_ \ I SEMT �/ / ° \, E=555.96 / \` h ' Q � O O ti M °PE=§566.95' ` I / ) / / / N FGE=555.38 \ APRON C7 Q
rn° 47 Z O N M O
\ cS \ I APE= / I / >
/ \ �C , FGE=557\OS
218) � 1 E 558.47 / . � PE=555.6 / ° / � \ ' � � � z O
�j/ ` - 254 /
557.30 / / / / I \ ® �, OUTLET CONTROL G
\ 1 ,. I / ° STRUCTURE w DATE
PE=558.14'/ r ■ , \ / FE=557.8 \ - / E=555.27 / q
\\ \ \ \ FGE=556. / 1 \ ti, M5 FGE=556.21 I Cq� �ti FGE=55 69 r - ' K3b �- \ • / O
oPE=557. ` / \ O 4• /LL
��9 E=54 / / / /' 0. 7-/AC. / =557.5 `/ cc �F\ PE=554.9 ' I / SQ / �� �, 1211912018
o� I I Q /l O // `\\� DRAWN BY
y FE=557.05
.�/FE=55,8.16 ��\� FGE=553 / / / FGE=55.99 / K \
FGE=5,66.99 / / - \ \ PE=554.12 252 / ,
PE=5/57.8 I / / . /\ 264 / I\ / N \ A. DALE
220 I \ / I / I ^� / M
a0 / FGE=455.37 �2 SS3 / / FGE=553.85 DESIGNED BY
\ I \ FE=55 .28 / ° 6' / / PE=5 6.2 Q / • O
\X 5
I / FGE= 57.11 / ` / // I . \ \ \ \ 263 r PE=553.5 K3 / \
-� / \ / / / - ♦ / 251 = J. HORTON
PE�557.9 292 1 / \ 1 I \: / \� _ / / / 11 •
0 CHECKED BY
M �31 / �\� \ I 5 c� / I / // FE=558.04/ / L � .� ° \ o� \ I P6E=556.00 / ° 1 �� / FGE=554.07 / •
m g6 \ \ 1 I �� . h ` i V / i PE-555.6 / ■ K23 PE=553.7 ' / _
FGE=558.9 / / 26� / / ! K15 •
FGE= 7.11 / h ` / PE=557/7 \ o C. TODD
F�=555. \ /
_ / SS / / K13 \ >
PEJ57.9 / / M6 //FGE 555.89 21 • >
222 / , I 15 / �/ STORM ° �, \ PF�555.5 / \/ ° \ ® ' c° / SCALE
1 I \PROP�'SED ,� \ � 1 / 1 • / / / , E 57.75 �L / / �b � K9 =
\I\\\ \/ '� M13� \h / GE 57.17 AINAGE %s nb1 r ,� 1j 19
T E LINE / / FFE=55,8.02 / h h / \
/ I / EA ENT M61 - / 2� h� \ • a AS SHOWN
1 I �\� FGE=856.8 � PE=�57.42' 294 / \ \ / / FE=556.0 - / /� z
.28±AC. IP4PERVTOIJS AIjEA ° �� PE�557 9� p \ / /` G'` / / FGE=555.4 \ S FFI =5 86 _ J� • U
1\ WIT FLOODPLAIN. MITI A N / o o S \ \� / \'Li / FGL=553.
556.88 / r / ( PE=5 5 7 • 1
I� `T ` / I �223 ,� 4 / / \ 0. \ �iB.q K17 \ PE=554.53' >
P OVIDE 2.03+ A FSRE O CP / °
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i - \ / 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
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cs ° \ \ \ �h ° \ / OBUFFER IMPLEME TION NOTES. / 2 CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
\ \ FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
O�\� Q \ \ \\\ ` \ \ \O O \ / J / // 5� O ° i \\ \ /\�� " 41946
PUBLIC.
I \ \\ 1 I W O \ \� \ �\ \ \ O ° \/ I ^ p ` �3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
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O �\ < O DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
°° O ° \ J�'
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°O O\/ / O O p\ \�`i/ / - / - 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-41 1
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� ���- � 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
n � � � S' � � � 1 _ I r I o � SS6, APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
a / «E=559. -� �" ` 1 _ -/' I - ARE LOCATED PRIOR TO CONSTRUCTION.
_�FGE=558.43 / �/ \ \ \ , '� I I I J� \ SS\2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING SOB NO.
m \ 21 Q, PE=558.68' , % 283 FE=558.5\ 131 I I I I _ \ J25 CS` FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
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�` i \ FGE=557.92 \ FE=560.11 - P21 I N E E I I 41946
7 / / �•-- GE=558.58 FGE-560.11 / 1 4 I `\ \3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
,`nc� VE=558.25' , PE=558.17' 125 123 REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
273 \ E=559.77' / / /' I 126 I 122 I / / SS3 DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
\ \ \ S UTILITIES SPECIFICATIONS.
FE=557.9 FFE=557.5 I FE=557.09 121
�` FGE=557.65 / - \ ss ■ IFE=558.44 GE=557.9 I FGE=557.5 GE=557.0 I FE=556.65 / / 4. PROBING WILBPAR CPORRIAGTO AMEONDEDTRENCHING STANDARDS C-412
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_ o / \� EE LI g / FF -556. PE-549.0 / / o= �. _ z O o
0 539 ���� \ - / 089 Wx a OOOO
�t=554.8 \ �
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0 _ - _ o E=555.70' 5 554 045 +rm�GE STORM PIPE Q a L
\ o _\__ / i/ 4� ^ 162 E=549.0 \ 5� _ w w U U U U
i
° / \ - 541 / h / / 55 d _�' EASEMENT U p O'
o ��o �/ FFE=556. -=_ 065 o lLl
o 0 - \\�\ / \\� , h� FGE-555.1 \ \ / '046 O o� STORM MANHOLE Ln 0 Z Z Z 4
o / / \\ o \ _ / cb / E=555.99' \ p�. _ _ � _ _ � oo U
/ TT `--- _ �700 0o U UU
o\\l i S- E=549.0 � 047 � 53 E ° ■ � SPOT ELEVATION ~
541' 163 Ss / ■ CEO % ` 0 - � w O O O Z
0 0 \� / c FFE=557. 553 f FFE: 70 0 Ln ^ z Z Z Q
\\ o FGE-555.90 \ _ / i F w J Q Q Q
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PE=556.73' , 085 ELEVATION o w Z Z Z W
° E=549.0 / E: 5 T FGE�557. Z
° \ o \ \ - \\ \ (p / \ PE: 5 1 FFE=556. 4 1 PE�556.90 O OR O
-54>� \ D� / /, _ - _ / : 547' o FGE=556. / FGE: 700.00 FINISHED GARAGE O
\ o / h O - 164 1 FFE=55 6 pE=556.50 OC OC
\� \ \\� _ - \ GjS� FGE=55 61 1 199 I ELEVATION J
h� FFE O / `556 FFE=557
/ AGE-556.13 \ O49 / 5 - 1 PE-556. 3 /
> ° 55 � 1 FFE=55 FGE=557. 1 200 Q O Q
PE=556.96' j / / 1 PE=556.9 201 1 1 1 PE: 700.00 PAD ELEVATION � �
0 �i COMM ITY \\ _ 5qq - \ / / E=549.0 / =55 9 1 FGE=55 5 / / 1
_ ENCROACHME9 T LINE FGE=5 1 PE=557. / / p
° o\\ \ / - \\\ _ - y -\ \ 45 / , / / =558.6 PE=�57. 1 202 1 1 1 I FPE: 700.00 FLOOD PROTECTION J M W W W W
�/ O \\ \ / h h / a° GE=558.63 1 1 1 J
0 1 203 1 1 ELEVATION
° / \\\/ _ _\� 545' 165 \ / ° / = 58. 1 E=558.30� / 1 w c°
/ FFE=557. , / c\I
o o \\ 1 / �/ r p p FGE=558.7 PE=549 0 204 / J Q� U 0) 0) 0) O
/ \ \ 1 �� FGE= FLARED END -4 -4 -4 �I
O `/ \\\ - - / \ \J � 0 0 0 - E_ _.95 _O _ 8' li z O O O O
o / ��RBED
o o 0o SECTION W/ RIP RAP w zw w,, N NNc __0 ° UN/\o ° \ h�O ° o - 2061 1 071 APRON Z Q J Q Q) Z � M
OPEN SPA 0/° \ h ° 1 1 _ H > \ \ \ \
° / _546- � � ° o °��w �OCOO N
FFE=557. _ - - 1 1 1 _ 1 ' OUTLET CONTROL o rn o o 1 O
\ o 0 0 0 0 0 0 0 o I I- 1 I �n 166 FGE=556.58� 5 i 1 -� _' STRUCTURE
�\ - o o P ' ■ _ O DATE
f / o o PE=557.42' I\ N _ 1 �- IL
�' 1� 0 , / ,�\�' ° - _ \ / - I -FPE=549.0 p 1 1 - Z
\( �� o o \d / /d D63 a 12/19/2018
I I \\ 0 " I I o � /\ /o ° � - - - - � - - � _ i U
/ 1 / 5 _ _ _
\� f °o� I' o ° 0;� /� / I _ -
\� O 0.11± C. -� DRAWN BY
o / \ ��\i / o °o �/ �p�6 / - _ � � 053 • h � 087 \ �`
o / / /° \ %\ ��\ \�/0 546' / / _ - - - - _ - I - - - - - FFE=557 84 - I ° I a 5 / A. DALE
/\' o o / / / 167 FGE=556.67
o o / - i TESSi'
o��/�/ / / / o� ° / / / / _ - (�1 _ o Q3 ° - PE=557.51' - ,n� _�122� KIWI _ 051 1 18( O DESIGNED BY
o �C ' / /5 , / , 185 • = J. HORTON
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3 �� _ O 1 •
^ �M - s -
\ 0 / / / / // \ 6k FLOOD FRNN'GE / o\ o / / / / / L O / 1 184 FFE O
/ I - - - - - - 1� 1 I, / S� FGE CHECKED BY
FFE=558.37 - r � t! 559 183 - - cA 1 FE=558.3 pE= • _
o \ /o / / o / / / - 15' STORM - 168 FGE=557.20 \ G�'( 059 _ 1 1 1 _
\ �FEM OOD / / / I __ - - 182 FFE=559. •
\ ` / / / / 7� �/ / /2RINAGE i E=557.19 o C. TODD
\ \ / \ / \ o p / / / -=558 03_ _ i STORM E=558.03' w
/ O / o/ F / RINGE \ o / ' / EASEMENT J - -55 057 t FGE=558. 1 1
0 0 / �,CiT / �/o o ° / / , �9" / / DRAINAGE 181 1 FE=559.4 / • >
\\\ o o o /\ / �\\\,` ' Z� /a / �y �i / , / 5 , / 1 , / - - EASEMEIV� _ GE=558.29 1 PE=558.84 , / SCALE
\ o \ �� T 'Q o / / / / / / / \ 1 - - - - - - - `� - 180 _ 6� 1 FFE=559.8 1 =
�\ o/ , / COS cb 1 1�1 G558.6 E-559.12' / / / • AS SHOWN
o / / �S' / 0 / h 179` FFE=560.2 Q
o / / F / / / ,550 / / / _ i / 0.10±ACh E=559.52' / • z
0 0 / / / \ - l i / FFE=558- - FE=560- GE=559.1 1
/ � Ln Ln FE-560.6 1
/ o ° / / F� �\o o �5 0 0 0 4� / / / / / / ` I- - CzE 5Z62 - \ _ GE=559.43 E=-5 / O
° / / / / / \ _ - Q5 169 PE=558.46' - BUILDING GE=559.43 - / /14
� \ 0 0 0 0 0/ / / / / / � \ PAU'TYf� 5a 1 E=560.27' 1 � , - � �
\ ° 0/ // \� / / // �� °/ %' / / / / / // �__-
o ° / o / \�\/ / / / / \� o / / , / 552 / / \ s �:• sc3`cP ■ - \ \ 560 \ - O
\� 0 /� / ��/ " \ o / / / / / L - 556-
o /\ / ° / / o �1 / / / / / / / / / FFE=559.15
\�� �� ° N N17 N
o / o o / / / / / / \\ o / o ' S / / � � / 53� / / _ - - - � � 557 �� AGE=557.98
/�, , / / o/0g/ /� / �- / �5 /r /� 170PE=558.8'� - _�-
h�\/ o 00/0 / /� hN / ' // / \ I \ _ / c5`�`� \\ 559 -_- ■
0 / / \ ° 19
CL
0 �\ 36 / / o / / / / - / /5 / I �: FFE=559.89 I��, �!- , N31 1 5`558 55
- / � / � \ I 554
/ o ° / / g� / / i / �` \ /'� / I o r 0 ° / / / / �, / ' - / ' S5/ / I \ \ Q7 . �° / FGE=558.7 - / (50' 555 •�
- / / o / / / / / 6 / 5 \ / / PE=559. �/ /\ \ / / FFE
/ / ° / �53$ �/ \� _ 0 , / / /5 ,/ /�' // \� S ` 171 4� \ �4 F6E
0 / / 5 _ \ Sz E=559.75 559
/ o / / / ti / - _ / \ h 559 _ 207 pE=
/\ o � / o � o / / / / \ s / �h� � ■ � N13
o / / / g R o , 53 , _ / / \ \ FGE=558.59 ^ I °
o / / / � 53 ��/ ��_ o ° / � / / / �5 / / 556 / 1 \ \ \ /
0 />t�/ - - - J ,- - o ° �° , , / / / / / �5 ^ _ _ / 1 \ PE=559.4 ' /
o / / / /'Dp2 o ° o / / / r / / / / �jDc / 1 172 FE=559.96 FFE-56014 1
o / " / / y� D' �\ 0 0 0J� ° / , / / / / r / / l / 5/ ` - - 1 // \ / / 1 / ' _ - 1 FGE=558. 7 1 '
0 o / / 1 \ _ ss 1 \ h0� FGE=558.7 560 FFE=560.5 1 PE=559.8 ,
o / / _ _ _ 1 \ s - h PE=559.6 �/ I r - GE=559.3 1 I 1
5er / , / r / , / / l f - _ CJ0 \ FE=560.26 / FFE=560.3 17 1 1 1� 1 0 Lri
° - - _ / / / / / / / J I 5 \ ` 5 - 173 GE1559.0 E560.3 GE-559.2 1 E=560.18' 1 _I/
/ 5 PE�559.9 / G =560.05559 2 I I E=560.05' 177
o o ° � 546- ' 1 / - J // 1-1 / / / // / / / I� / 56, I I \ `� / / PE=560.05 STOR 1 U•-
/'o o a % o ° / / 46 _ _ 'S� / 54a / / / J / \ ��\ 174 176 RAINAGE N11 w�oG
0o Z�° / / / , 5 r r , ' \ / l I _ _ SEMENT im\s
7' CLEAR ZONE SEA \ / 1 / O
r ` 5� I \ \ ss \��. I �' Q
/ od I DETAIL SHEET C-701
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\°/ / \ \ \ s� I / / / O / / / r \ _ \ 0 X/ 8� / O O \ / 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
\ \ 0 h ZA 0 \ \ \ t i ¢ - - _ �\ a/ O 0 APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES -
/ o \ \ \/ \ \ ` \ \ a o \ \ s�� s� \ Q \ 54 l 53 / / / / / 1 / in o ° ° 0 4 _ C. TREE VE \ \ \ \ \ j' \ , Q O/ O O ' _ ARE LOCATED PRIOR TO CONSTRUCTION.
I o h \ \ Q o s \ \ / - \ o SQ. / r / o \ \ JOB NO.
zc
_ / / � � \ \ S O S � / y1� � / \ 3 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
\ 1 �� FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
0� V 00 �1(��O D� �j 1 1 \ \ �o ' o s \ \ S2- - 552 F - - _
L \� ° - - _ - - - / / / / / / 0�Q/ / / i - \ \ 1 ��� o / _ , /o O ` _ S¢2 \ \ PUBLIC. 41946
F 0 / 0 cr 8, o \ o \ \ - 55 / / / / / oo / / \ \ \ \S� \ \ ° ° 1 /4' \\
0 -0 O / �� \ ° / _ / / o � \ ` - 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
o
\ \\� ° g ^ - \ - \• °\° O O y� / / \\� `� \ \ I J O O / p ° _ REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
O \� `cj \, \ u� O O' v / O // ° J\ / / / �\ ` aSR'S¢2 \ O / P , / i \\\ - \ DEPARTMENT IFTRANSPORTATIONANDTOWNOFPINEVILLE SHEET NO.
O / _ UTILITIES SPECIFICATIONS.
\ " I to O ° O O $ B' \ �/ g O �i ' ' ' \/ / / / - `''i9 O\ \ \\ \ - / O \ ' �_- = 542 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-41 3
o n \ \ O o O 547- - \ --- �550 ' y4 \-' / �! / .S ,�j `P� \ \ %° \° ° er -541 PART 1926 SUBPART P, OR AS AMENDED.
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GND \ � �- \ 1 ' �y _ / 700 MINOR CONTOURS
/ 547.13'
U
700 MAJOR CONTOURS z E
E
C75 w 4-1
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Dg / A v �� V \� ® PROP INLET
\ 15' STORM \ v ' V �V 13 SLAB TOP INLET o v v
\ / / ~
� � DRAINAGE Q0 V � � � \ C � 0
cro ��4 EASEMENTS V I \ Q z
I D23 \ ❑O CURB INLET a O N cn
\ \ ha D7 SWK � � � � � C73 \ � ` ., � / � / / \ \ / � u,
\ / 548.78' I \ \._ \\ \ \\ Om DOUBLE CURB INLET z cn o z z z z
\ / SWK y / \ \ / a ^ u
\ / / 548.93' \ GND \ \ / \\� / Q STORM PIPE Q' a w OU OU OU
SWK 547.13' \ �cS` A` u V _0 o 0 OO'
SWK 548.0T I \ / \ \ / r Qo STORM MANHOLE Ln ra CD Z Z Z p
T`F _ �/ / \ / _ �co
S O 549.08' , / i°
N Z)� Z U
\ q �r6o\<< �F IC2 �70o SPOT ELEVATION ~ � � w p O p z
S
oT � � > O
v ���XFcT/ , l A A Eno zzzQ
FFE: 700.00 FINISHED FLOOR w Q Q 'I
0
C71 / \ / \ ELEVATION o w Z Z Z W
EXISTING 60' \ FGE: 700.00 FINISHED GARAGE O
/ D1 / \ CHARLOTTE WATER \ i � � � �
�� SANITARY SEWER \ ELEVATION u
EASEMENT GND PE: 700.00 PAD ELEVATION547.86' J O O O O
\ / v I / ~ titititi
I SWK SWK \ \ Cos I ' FPE: 700.00 FLOOD PROTECTION > M Lu � Lu uLj
J D5 549 08' 548.62' \ 0.20± Ac. ELEVATION _j w �
/ \ \ Lu
jSWK I ' GND / / \ \ C 4 FLARED END 4 F_ z ... N
/ SWK 549.05' 548.06" / / ' \\ \ C23 , 0 w z LLi w N N N N
/ 548.68' SWK / / / \ APRON W/ RIP RAP 0 Q J Q M
\ 548.87' / \
/ SWK \ \ i o-' > O
� / I \ I � OUTLET CONTROL o .�
SWK / / / , \ STRUCTURE � m DATE
O
C3 / / 549.01' / ' /
SWK / ZF806 TR5NCH DRAIN SYSTEM i / / / \ \ \ I IL
/ 546.07' SWK SWK SWK INV UP 54 .61 / , \ Z
/ \ \ \ \ \ / 4 12/19/2018
548.55' 549.17' 548.86' /\ INV DOWNI 48.31
SWK SWK
U DRAWN BY
/546.03' SWK � \ / \
549.05' \ l 549 01' / /� O \ \ 106 BUILDING \ \ /
SWK
A. DALE
547.34' 547.65' \ C93 GND / / \ PAD, TYP. \ \
SWK FFE=552.10 \ \ \
SWK \ 549.08' / / � DESIGNED BY
SWK / 546.88 547.52' / \ \ 1.87± A \ 1-1
SWK ` /
/ TC 546K C65 \ FGE=550.43 ' O
\ � 549.05' / \ PE=551.76 / \ / � J. HORTON
C2 , 547.35, C SWK \ `SWK .�O \ \ \ \ / C21 •
C ' C' 547.38' 548.08\ \ \ 549.05' \ / / 1 ' / \ \ \ / \ �/ /
• O CHECKED BY
CSWK SWK \ \
7 G6� 547.Q6 47.96 \ / ` 107 \ \ / \ / ~
/ 548.17 \ SWK ^ \ ` > C. TODD
\ >
TC \ \ 548.8T / / \ \ / • • w SCALE
547. T SWK
SW \ FFE=551.1 \ / /� • U AS SHOWN
GND / / FGE=550.15 / \ Q
547.48' PVM \ 549. 7' ,
\ \ 547 3' \ SWK 1 548.34' / \ PE=551.48 / \ • O
T \ P MT PVMT SWK 549.05' / / / / / in
547.81' PVMT 5 SWK C 7
I 547.8T SWK 548.74'
548.83' 547.69' \ \ ' \\ 547�94' PVM 547.92' / / \ \ \ 108 \
TC PVMT 548.12' SWK
546.97' \ \ T\ 547.73' PVMT FFE=551.36
\ \
i A 549.41 \ 548.3T -/ A /
V 1 SWK / \ FGE=549.69 O
\ i TC / \ 549 .50\ TICPVMT 549.56' \ \ PE=551.03 cry ' \
547.81548.47' \ / i8F
TC
\ \ / TC TC 48.5T /
\
OF
TC 547.59' , 548.74' \ 54 5\ 549.41' C6
547.23' TC \ TC A \ \ \ FFE=553.63
/ 548.63' TIC 549.24' 109 \ \ / / \ FGE=553.63
TC \ \ ' PE=553.30'
/ 547.86' Tc / C9 15' STORM S4
/ / 547.64' / DRAINAGE `\� TC 549.42' \ I \ FFE=550.99
EASEMENT
TC , 550.43'TIC \ FGE=549.32 /
547.84' \ \ PVMT �VK I \ PE=550.66 / �/ / \ \ 95 (V
/ TC i TC `�549.72'
547.77 TIC 50.08' 110 �
I TC 8 5 .71' TC TIC\ /
548.62' 20' STORM FFE=553.19 \ \
/' TC EASEMENT 7� 5 TC 8 5 0.22' 550Tc ` \ / , \ \ EE 552 86' U
C�TIC � \ \ FFE=550.59 / / \ \
548.83' , \ 549.87' I 550.64' \ FGE=548.92 / \ \ O Q B59 TC 1 \ PE=550.26 / \ z
TC PVMT 548.86' \ SWK \ \ O 96 \ Z Z
ti \ \ Q
547.36' 1 TIC / 547.39' TC TC 549.02' \ \ CJ , LL
/ 1 m TC .49' PVMT 548.48' 549. 7'\ 550.00' SWK ` \ \ \ \ 0
547.45' �547.50' TC 548.92' / ,� \ \ U
TC 548.7 ' ` C 19 W
\ \
/ / /\ \
1 5 .50' \ T FFE=552.76 U Z
_
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`\ 549. 6' / ' \ PE=552.43' FGE=552.76 J F I � z
0
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TC I PVMT \ / \ \ \ z H
546.37' 1 \ \ \ I \ 549.30'
.60' 549� TC � O C1 � / �O C z
PVMT _ 549.99' �-� C 17 h \ \ 97 \ J Q
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\- - TIC �/ / \ \ V A \ J
548�54'
\ \ 41
TC TC TC \ �550.12' _ \ \ \ w
B51 `\ � �� \ \ 548.53' i 549.28' � 54 . 9'
TC TIC 001/ ` \ / FFE=552.33 \ \ \ 4�`1' Q
549.17 d
548.55' I \ U
TC TC 1 � C � � � � C81 l FGE=552.33 \ \ \
548.44' 548.86' 49.47' / \ PE=551.99' \ \ \
c 548.25" TC > SWK_- - / ` � \
98
I - -0 548.04' \ \ \ O
\ 1 TC i 5 0.09,
B5� 547.75'I 548.19'
6.87' 54Mot 547 547.97' ` �� FGE=551.80
/PE=551.47'
\ \
20' STORM /,/
546 ' B 15, STORM DRAINAGE 99 �/ SCALE 1 "=20'
DRAINAGE EASEMENT----
CRANFO I vJ� _ _ _ EMZ \ 0 20' 40'
RD DRIVE
RESIDENTIAL FFE=551.64 / \ /
I B53 10+0o JU.06
----_ _ ---- U
I �50, R2W)94.4) - - C79 , / EE551131'
/ 100
FFE=551.07 \ \ / / 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING -
sg8
FGE=550.49 APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES I \ \ / / ARE LOCATED PRIOR TO CONSTRUCTION.
PE=550.74' /
� � I 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING JOB NO.
\ \ / / I / \ FLAG
LICEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
B87 41 946
547 B 8 I \ FFE=550.50 \ �/ 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
\
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA \ I FGE=549.92 101 \ / / / DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
PE=550.17' \ / \/ / / UTILITIES SPECIFICATIONS.
\ B89 / 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-414
\ = \ \ JO / PART 1926 SUBPART P, OR AS AMENDED.
L

555
550
545
540
535
APPROXIMATE LIMITS OF
PROPOSED
GEOGRID
GRADE
HEADWALL
I
HEADWALL
I
RIPRAP
/
`,
BOTTOM
OF
RIPRAP
PROP. INV.
IN @
542.50'
PROP. INV. OUT @
(1) 42" CIRCULAR RCP,
BURIED 19"
542.10'
(2) 24" CIRCULAR RCP,
NOT BURIED
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CULVERT PROFILE - EMMETT DRIVE
565
560
555
550
545
540
535
530
Lir..
-1 +00
0+00
1+00
EMMETT DRIVE PROFILE
555
550
545
540
535
2+00 2+50
HIGH PT STA = 21+53.8
HIGH POINT ELEV = 551.48
PVI STA = 21+69.38
LOW POINT STA = 23+86.67
A.D. _ -3.03%
K = 30.00
LOW POINT ELEV = 548.09
91, VC
PVI STA = 23+75.58
ao o?o0
M0
00
PVI ELEV = 547.59
co —
+ �
v o
+ �
A.D. = 3.43%
� II
W
N II
00
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W
U) >
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120' VC
m
> W
0�
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W
PROPOSED GRADE
L6 00
+ Nt
1.00%777
co II
N ui
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------- E3
TOP 550.81
—
m
INV IN 544.11 (E4)
i-
INV OUT 544.06 (E2)
EXISTING CHANNEL
/ -
-
G3
`-----
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—
L
TOP550.80
INV IN 544.63 (G4)
INV OUT 544.53 (G2)
(2) 24" CIRCULAR
RCP, NOT BURIED.
'TING GRADE
(1) 48" CIRCULAR
RCP, BURIED 19"
0> 00')
O
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20+00 21+00 22+00 23+00
EMMETT DRIVE_
CULVERT CROSS SECTION - EMMETT DRIVE
565
560
555
550
545
540
535
530
N
17
00
n
24+00
ill = 40'
STEEL PLATE BAFFLE
PLAN
N.T.S.
i4\ e011 or+n
PROFILE
N.T.S.
PIPE JOINT
Is
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555
550
545
540
535
530
APPROXIMATE L
IMITS OF
EOGRID
PROPOSED
GRADE
H
ADWALL I I
I
HEADWALL
1
(1) 48" RCP, BURIED 15"
I I
(2) 36" RCP, NOT BURIED
i
RIPRAP
RIPRA
P i —
PROP. INV. IN @
_
537.50'
BOTTOM
OF EXISTING
REEK
PROP. INV. CUT
@
36.19'
O
03
N In
L
L
L
-1 +50 -1 +00
0+00
555
550
545
540
535
530
1+00 1+50
ORSON OAKS LANE PROFILE
CULVERT PROFILE - ORSON OAKS LANE
-6 mes
555
550
545
540
535
530
Lq
HIGH PT STA = 11+40.08
HIGH POINT ELEV = 547.34
PVI STA = 11+46.23
PVI ELEV - 547.55
LOW POINT STA = 13+33.50
LOW POINT ELEV = 545.20
PVI STA = 13+51.88
- -��
K - 28.00
69' VC
PVI ELEV = 544.56
rno 00�
A.D.=3.95%
O 1­
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K = 35.00
+ + �n
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36" RCP
2
" RCP
EXISTING GRADE
(2) 36" CIRCULAR RCP,
(1) 48" CIRCULAR
RCP, BURIED 15"
1
NOT BURIED.
INV.:536.87
INV.:537.96
EXISTING CH
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co
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10+00
11+00
12+00
13+00
ORSON OAKS LANE
CULVERT CROSS SECTION - ORSON OAKS LANE
560
555
550
545
540
535
530
N
0
L0
14+00 14+50
ill = 40'
STEEL PLATE BAFFLE
14
54\ 2�
PLAN
N.T.S.
NTS
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7
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/ EXISTING 81' DUKE POWER
/
1" = 40' CULVERT PLAN VIEW - ORSON OAKS LANE
CIRCULAR RCP, BURIED 15".
(2) 36" CIRCULAR RCP, BURIED 9". 1
NOTE: TEMPORARY STEEL OR TIMBER
/ BRIDGE TO BE USED UNTIL DUKE ENERGY
WORK IN THIS AREA IS COMPLETE.
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