20190995 Ver 2_More Info Received_20191206

Strickland, Bev
From: Dan Zurlo <[e-mail]>
Sent: Wednesday, December 4, 2019 3:52 PM
To: Johnson, Alan
Cc: Jeremy Horton
Subject: [External] Re: Preston SW
Attachments: image001 jpg; 41946-CRANFORD DRIVE - Stream Crossings.pdf; C-409 GRADING
PLAN.pdf, C-408 GRADING PLAN.pdf
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
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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.

F-I .............. ...... .. ......... ...A ... .... .... ..... ....... .. ....... ..... ........... ........ ... .......... ...........
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.

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On Tue, Dec 3, 2019 at 9:10 AM Johnson, Alan <alan.johnsongncdenr.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)
4

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.
C
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
5

DWR
bh4k)n of Wxtu 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.

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

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\ / �� �✓ r RESTRICTION (25') \ \ \
/ /FFE=553.72 / 2 � \ ,-. � p I LINE TO BE
FGE=552.55 / / / J /L� \ / �\ \ I RAISED \ \\ 1 \ \ \ \
cr
\PE-553.39' 115
\ \ \ STORM DRAINAGE \ \ / W Or EXISTING 68' DUKE
549 / J / POWER R/W I \ \ \ \ \ I_()
\� / /FE=553.25- EASEMENT _ PROP D
A L FGE552.08 / SE\�J J17 / `547 \ LOCATION OF
Kfi3 \ `/ / / / 8 � �$ / _ J --- _ \ NEW POLE
/ 5- �>-
/ \ / FFE=552.71
/FGE=551.54
PE=552.37' / 113I\\ '\\
�. \ / �9 \ \ \ \ II / / 0 Q
/ �FE=552.05 S cfl
\ // FGE=550.88 w J
554.45 K51 \ PE=551.72/ 112 y49 SIRE ACCESS ROAD \ \ \ \ I ' h� I Q Q
553.28/ / \ / \ , STORM DRAINAGE �6 / \ \ \ \ 100' BUFFER /AMENITY
54.12' / �` S$ \ / / FFE=551.29 J15 / \ EASEMENT �5 \ /� ' \ \ Ion 100' BUFFER PROPERTY LINE / z U
,FFa
/FGE=550.12 / \ \ p1 \. \ _ / / / W rn
E=553.77 \ I / \ \E=550.� h4`/ / ' ®/ \ '-
/FGE=553.19 _
PE=553.44' / \ \� / FE=550.76 / 32 J33 \ / \ __ �� / / / J O z
248 / K49 .-iOR / FGE=549.60 �Q� \ \ �' \ BUFFER 547 \ /O Z
E=550.43 S�S/� SO P' Q \ G 11 Q
h� T9 F�L �O \ PROPOSED GRADE AT POWER \ I/ z W
LINE CROSSING: 548.50±
4ov ��ti / \ \ / E2
STORM \ \ EXISTING POWER / / \ / I/ I � / Lu Lu , ^
/ O , LINE TO BE RAISED O W v
DRAINAGE \ \ / A5 ] / i / STORM
c d
EASEMENT \ EXISTING POWER R/W KE y 42" I /
\ ACCESS EASE ENT (3) /
O h FFE=554.81 \ i
/ O COMMUNITY \ DB #32957 P . 24 , I \ CIRCULAR RCP
FGE=554.81 / � \
K45 PE=554.47' / ��. , 1 FLOOD FRINGE \ / cS` / G9
S J11 / \ J \ \ TEMPORARY TIMBER OR STEEL COs
247 /-554.81\ / f \ �' FEMA FLOOD \ / �\ / -�jBRIDGE TO BE USED PRIOR TO / / I \ \ 60 1
FFEge
FGE=554.81 \ \ FRINGE \ /°
0 0 \ / \ \ G5 PERMIT ISSUED BY USACE. \ FFE=55f 0
d 1 PE=554.47' / _ / \ o ° \ / ` \ / / / / / l \ FGE=55E
o � �z
/ \ Y 246 / \ . J9 " / / \ l o / � I PE=555.
� PROPOSED \S
o ° cS` 1 \ ( / hh / \
11 / 547 \ ° \ HEADWALL �C - - ` F
/ 0 0 0 0 0 0 0 0 0 0 e>'0 0 0 0 0 0 0 0 0 0°° ° o°° \ \ 2 \ P 554.30' \�
Al
/ o 0 - - - -
- ° \ \ G3 \ - G6 // / \ 62 \ SCALE 1"=40'
f K13 h I \` 0 0 0 0 0 0 0 0 0 0 0 0 0 o gio ° o 0 0 o CREEK \ -- \ \ \ FFE=554.2\� \/ / \ / $� ° / ° 0 0 0 o 0 0 ° / / \0 CENTERLINE \ \ - - - 7 / \ FGE=553.70 \ v
\ K9 46 \ / / APPROXIMATE \ 20' STORM t \
h4�tk \ K STORM DRAINAGE I \ / / / 0 0 \ \ TOP OF BANK \ DRAINAGE ( PE=553.95'I 0 40' 80'
/ EASEMENT \ �cp / O\Nz / 0 0 A \ EASEMENT
FFI=554.86 \ \\- = J63 \\
lFGL=553.70 \ r 0\ \ / cry , FFE=553.71
PE=554.53' \ Y \ / / ° ° 00 \ \ / / t�h0 D15 `\ / / \ \ GE55 3.13 \
-\
K17 \ \ 245 1 ' 0 25' POE FFSEj o 0
T CLEAR ZONE SEE ° ; " / o . \--
\ I I� DETAIL SHEET C-701 0 \� J7 / ° ° \ �� \'\ ` \ \
/FE=555.25 \ r 1 0 0 \ \ 88.15'± / / 0 �\ ° o o J
FGE=554.08 { 1 0 \ ` 64 \ �/ 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING -
/ \ D27 / APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
�E=554.91' ' o �\ / ° o / /
\ \ FFE=553.19 ARE LOCATED PRIOR TO CONSTRUCTION.
244 0 i ��� o°�� \ ,� , \ ARE=552. / V , / JOB NO.
\ \ \ \ / ° o / / / \` \ \ \ PE=552.8 / 2 FLOAG MEN, ETC. AS NECESSARY TO INSURNTRACTOR IS RESPONSIBLE FOR E SAFETYNG
TO THECADES USING
\ \ , / O ° , ` �$ / PROPOSED GRADE AT MATCHLINE-SHEET C40 , i / �\ ,/ PUBLIC. 41946
54.89 / ° o \ / / POWER LINE CROSSING: o A�2/� \ D47 \ 946
/ \ ���/// �3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
O \ 545.2± O ° �� / \\j / \ / / _ REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
\ O O ` ° , DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
4.55'243 \ p^ o o J5 (3) 48" RCP o 0 ° ° 0 STOR \ o Q:0 FFE=552.86
UTILITIES SPECIFICATIONS.
\ \ / !rj cS 0 0 i DRAINA E '�L / FGE=551.70 /
O O O / `�S ° /�� / EASEMEN PE=552.53' 4 / / 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-409
PART 1926 SUBPART P, OR AS AMENDED.
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l FGL=553.70 \ / \ - �\ / / \ O \ ° lry� ` / \\ FFE=553.71 1 `
3K17\ PE=554.53' \ / ` o\ I �D15 \
\ \ 1 o FFST ° ° \ \ r `Nnun11
1"245 Y/ ° PE55338
J7 0 0 AR0TCLEAR ZONE SEE \
\ DETAIL SHEET C-701 / p 0 . + - - - / / o ° o \ � \ p°j �\ \ / \ / / `�`` ��' ••.•SS•.••• C
/FE=555.25 \ ` / p \ 88.15'- . - - - _ �� 7 \ h / / \ .` O F E / O ' •., 1p '.
FGE=554.08 ° 0 / ` \ ' 64 \ = r• O ti s y L
\ _ \ / / ° ` - MA/6 � ��I N E- H E ET C409� / ' \ FFE=553.19 \ D27 StO�3
9
�t'E=554.91' o / / \ i -� . / / l =
244 / / / o / ��� y/ o �- c r / rvE=552. -
\ \ \ \ 0 0 \ / i% / - - \ ° o p ( \ / PE=552.8e6 V 3
°°PROPOSED GRADE ATo 54.89 \ /°° - `S4`47 / POWER LINE CROSSING: o - i 2/,� D47 _ 'i�s''•• :' ` ��`•
53.72 , / / ° o / \` / 545.2± o °- - / - / / / D \\T \ l \ ����i CPHER •J
4.55' o p / . / ° p/ \ 1 i O- /O FFE=552.86 ' ��u�unrU�����
/ J5 / (3) 48" RCP 0 0 _ i STO R \ Q� 10/31 /2019
i �' ^�
243 \ / / h� / ° p ° o // v sgs \ ° 0 ° / 1 / /5G�0 / / DRAINAGE \c� / FGE-551.70
/ \ \ / p ° L/ ', _ f EASEMEN PE=552.53' Q /
0 0 p / o / / \ `\ 542 / O \ AM ',Y TIMBER OR i / \ �cb '/ \ 13/ � l ') \ \ 1 65
i \ / i i - o/ \ L B DGE TOR / h C CONTRACTOR2 TO \ LEGEND 1.28± AC. OF IMPERVIOUS AREA / jvl / VIDE SEAL
� ° ED PRIOR TO PER 1`f ' c>I
WITHIN FLOODPLAIN. MITIGATION J3 4S ISSUEB'BY UPACE. / , \ �/ ' \ / oN o
/ ° ° PROVIDED BY 2.03±AC. OF TREE o / / / / \ENGINEERED INGS �7S . / / 700 MINOR CONTOURS 00 u
/ \ / ° o SAVE AND 0.53± AC. OF `SYt B / _ f O/ / \ R STRUCTURES TH \ \ \ /
° 0 o O O 0 0 REPLANTING FOR BUFFER / 2 / / / �� / DUAL PIPES, T �� \ / FFE=553.57 700 MAJOR CONTOURS z 0
MITIGATION. SEE SHEET L-200 FOR / / \ \ \ /FGE=553.57 E
K3 K1 ° D3 Q O t g� Ov x' / / \ CONTRACTOR TO \ D21 \ / ) E
0 BUFFER IMPLEMENTATION NOTES. / 'Q \ PE--p�53.24' Lu +,
\ \ O J / 0 0 v STORM/ \ S \T/ h� \\ ��j��� \IN LTALL OUTER PIPE P ' D19 �O D25 \ 85 1 ® PROP INLET
�0 / DRAINAN� 7 OxOpT<�,O �9 `S46 �Q���oo�o / / �`�' \ / D E a W v
o °/ i / / .<<F�' \ O/�°x C7 \ -/ \ \ 42 8 SLAB TOP INLET o v _
/ by ° ° \ o ° 0 / / / / 2xo� 0 pg w�; �P \ l .� i 2 D49 Lu'c M o 0
° ° 0 ° / �� BoJR S / Aa / \ \15' STORM \. Q LL rn Z
0 0 p 0 / / \` �> 5 1 C') DRAINAGE / / ❑� CURB INLET w O N O
° / / / / S i / uo A EASEMENT i \ D23 / a Lu °� M Z Z Z
° O ° O o ° / / // / / ��/ I/ Sl2\ \ \� D7 / 73 \ �\ / / \ \ o 0 DOUBLE CURB INLET z p cn o �\ a W W W
p o ° / �� /� / \ / i\ \ `, o �' \ / \ \ STORM PIPE a L- a cn o O O
EXISTING 81' DUKE 1 I S FORM / Q= +� ,� w U U U
hhT•, / ° / / �` / I DRAI GE 0 10 SgS \i , b / C'j \ H�h�/ ' \ D52 U o CD 0
0 / POWER R/W �� / / i ��_ 0 1� 0 � � EXISTING 60' 4�
/ EASEMENT \ 5 / a I / 'n -�_� Qo STORM MANHOLE cn z Z Z Z
�` \o o �o d / 71 CHARLOTTE WATER \ , _ _ cp O Z) Z) Z)
HEADWAL O / / SANITARY SEWER C 7 C2$ H ;v N O O O
h0✓ EASEMENT \ \ �700 SPOT ELEVATION > U U U
huh / Off" / _ l I � / / o / s\` a' 1- \ \ ' 29 � w O O O
/ \ ° D5 I \ cos FFE: 700.00 FINISHED FLOOR w o Q
PP ,MATE / /�\� \ 1 - I ` \ / ELEVATION J
1 0 / \ 0.20± AC. CD w Z Z Z
NO DEVELOPMENT TO OCCUR WITHIN �OP OF BAN / / 1 ` I \ l / _ \ \ C23 4 STORM DRAINAGE
THE DUKE ENERGY EASEMENT PRIOR TO /� / I
C25 EASEMENT O O O
j / / \ /� / C3 FGE: 700.00 FINISHED GARAGE
COMPLETION OF THE POLE RELOCATION // � 1 �o / / �
- - - EEK / / / / I FL OD ° 20' STORM C3 ' \ / ' \ / I
PROJECT BY DUKE ENERGY. A / ENTERL NE / / F E / / / \ �N ' ELEVATION -j
O,r TEMPORARY STREAM CROSSING SHALL / // � ° DRAINAGE \
U BE ALLOWED AT THE ORSON OAKS / / / C 11p _ / \ \ \ / V \\
CROSSING TO ALLOW FOR PLACEMENT \ r \ / / / O D F I \ o EASEMENT / , \ \ / O 106 \ 1�� PE: 700.00 PAD ELEVATION O O O
OF FILL ON THE WEST SIDE OF THE / _ C93 / �/ ham/ \ FFE=552.1\ ' O j j j
541 STREAM. EMMETT DRIVE WILL BE USED / / / C1 +A FGE=550.43 / % FPE: 700.00 FLOOD PROTECTION , M W LLW W
LLf AS A CONSTRUCTION EASEMENT, BUT / / S S! C65 - / \ CE CE CE
W NO CHANGE IN GRADE IS ALLOWED AT \ / / / / 4 /- ^ 1 \PE=551.76 C21 / ELEVATION w 00
\ i G2 C5 \ \ \ \ g Lu
/ THE EMMETT DRIVE CROSSING. I / 1 0 / ` - .� I / \ \\ 107 \ \ \ / / COS Q U rn rn rn
/ CONTRACTOR TO PLACE THE / / �� / 1 0 / ° i G6 / � \ 0.31± AC. \ FLARED END LL U) z O O O
5. CRF / _ ° , \ / / \ FFE=551.82� \ C 0 SECTION W/ RIP RAP Lu Z ui Lu N N N / NECESSARY SIGNAGE AND FLAGS TO i I >
NDIST D - T o / FGE=550.15 , L
040 NOTIFY WORKERS OF LO OVERHEAD\ I I % 0 / PE=551.48 �' Q
O EN SPACE / \ U / / / \ APRON z O N
POWER LINES. _ o �\ `� C6 �- / Z p
��� - / 1 �/ I I / p /\o / / / Cl� \ . /� ,� \ 108 / ' Vf i� z O �O ti
/ \ OUTLET CONTROL .� �,
o 1 ° / \\� // / / \ FFE=551.3� / , \ \ �� / ��` a STRUCTURE LL DATE
o / , \ \ FGE=549.69 \ / \ O
_ Z
U \ / / I ° LL
to / \ `\ G / \ 109 \ p, FFE=553.6�\ - \ 1211912018
\ I / o i \ O \\ \ \ Q� �e FGE=553.63 \ U
9 / / ' - \ O 1 / \ PE=553.30 / DRAWN BY
/ 0 C9 h FFE=550.99 \ \ \ t
0 01 , / ' \` I I FGE-549.32 OQe Pop�`p� \
0 0 1 o h / / SS I I \E=550.66 / O ^ox / / \ \ 95 \ \ / A. DALE
\� 0 0 0 / ° h0' 110 FFE=55 1.19 �
i o / - / \ FFE=550.59 \ / / FGE=553.19
� / 10 / , �7� A FGE=548.92 \ .1/ \ �9 mO DESIGNED BY
\ 538 \ \ ° - o / - ° 0 / i B59 / \ I PE=550.26 / \\\ 96 \ n / _
/ ° 0 0 0 0 0 0 0 0 / d �O PE=552.86' ' / \� • J. HORTON
o b dog ° o i /�
h �
\\\ 7\ \ \ ° 0 0 0 ° - r / C19 / / FE=552.7� / / \ • � CHECKED BY
\ - / B 7 \ / , FGE=552.76 \
\ `\ \ \ ` C 5 / / \ PE=552.43' \ \ / \ • 0 C. TODD
Lu
0 p I , AV \ , \ w SCALE
\ \ �o _r ` o B51 \ ��` C 3 - �`b /FFE=552.33
\\ ° o o ° o •/ i. i _ \ /i�`L JQ'/ • v AS SHOWN
\ \ p 0 / / ��pN1, -- 4 C81 FGE=552.33 \ h Q
0 0 co /�� \ C12 C' \ PE=551.99' \ /hh O
/ z
98
o //° _ ����P��O�� 8� eS2 �� I /� FFE551.80\ / \ >
° o / o 00 \ h �/ FGE=551.80
\ 6 / \ B55 C77 PE=551.47' \ / \ `sir O
\ y31 0 0l / ` / ��<Q \ 546 _ 99 \ / / B 17
o o/ / , / / / �/ B49 � � \ _ _ / \ w Ek
EXISTI 3 B53 \
WETLA S ° 0 , / - C79 i FGE=551.06 / / Z /
\ 0 100 _j CL
iI Yr o \ I ` rFE=551.07
0 V / ��O Ssr� I F3E=550.49
O - h� / COS � E=550.74' ��
° �- - h / 547 87 B 8 / � FFE=550.5 � 101 / � STORM
/ 1
_ ° - _ __ i S I r \ FGE=549.92 DRAINAGE /
\ 1- p /,, ��� B8 FFE=549.94 �E=550.17' k Q /' / EASEMENT /� I
\ FGE=548.82 FGE=549.36 cS� \ / II
\ / - 82 ' / \ / i I FGE=549.07I I IPE=549.61' \ 102
c,
o PE=549.32' � PE=549.07' 103 ��15 / / -
/ J► \\ \ I 104
o DRAINAGE
B4 � 105 I �
\\\ (EASEMENT B5
I I
0
\ o _ \ \ L /
o ° ' \ \ 548
° /B13 `� / / I
0 _ �/ EXISTING 60' CHARLOTTE 1 (n J
o ° p WATER FORCE MAIN \ z Q a
o O 547: I SANITARY SEWER EASEMENT \ Lu U
53g 0 0 0 I 20' STORM I / / \ U � � � 11
T-
o r _ DRAINAGE I / \ (D
EASEMENT i54$ � J O O Z
F0 °----------------- I Q z
sr �' I ' ° 0 p z W Q
°Op y�5 ------- -� Cos
0 I MB. 47, PG. 607 J
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FM o ° ° o LOT 37 LOT 38 p 0 0 I PROPERTY
0 o LOT 39 I LINE Q
- FM -� I cb o 0 0 ° o o I 0 o LOT40 LOT41 I LOT42 I �
FM -� ® 0 p 0 I I LOT 43 I I LOT 45
2
-FM-� - 0 0 0 p o p 000 I I I LOT44 I LOT46
0.53±AC. REPLANTING FOR BUFFER ® 0 0 0 0 00
MITIGATION. SEE SHEET L-200 FOR I ' � ° 0 0 0 0 °° op °p CD
BUFFER IMPLEMENTATION NOTES. I
- I SCALE 1 "=40'
Cb
_-- C
_ - O now
_ 0 40' 80'
_ o I I I I I I
/ I I I I
PROPERTY \ 0 p MB. 47, PG. 607 I ,
p O I
P/D # 20502117 LINE i \ \ ° o I ,
JOHNS MILLER, ✓R. & / \ I I I
REBECCA B. MILLER
DB 6719 PG. 435 (TRACT 3) h p 0 I
lU / ° o p
QTRA�{�y�q�Y�7 �Q W O I i
VD °O°p0°O°00 0 O 0 O p Z 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING -
L ►��� 0 U APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
�lhy� 0 ARE LOCATED PRIOR TO CONSTRUCTION.
�C� O p °
('O o T 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING JOB NO.
�F (3D O y FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
Go °° 0 0 0 0° U W PUBLIC.
41946
O O O 0 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
- I O O ° 0 w REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
O O O DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
0 p Q = UTILITIES SPECIFICATIONS.
O 0 O O 20 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-408
° PART 1926 SUBPART P, OR AS AMENDED.
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