20190995 Ver 2_More Info Received_20200408

Strickland, Bev
From: Jeremy Horton <[e-mail]>
Sent: Wednesday, April 8, 2020 12:34 PM
To: Johnson, Alan
Subject: [External] RE: Preston Park - DWR# 19-0995V2
Attachments: C-408 GRADING PLAN.pdf, C-409 GRADING PLAN.pdf, Pages from
Plans_Preston_Park_020320_Part_1_of_2_RTAP_Feed back. pdf
• 1 External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Alan,
Hope you are well. Just following up on the below. I believe we discussed this in our meeting in November, but the
outlets here are set by minimum cover and slope of the upstream inlets. Due to the minimum cover of upstream inlets,
the invert at J3 and D3 are below the existing grade at the preferred outlet location in blue. To outlet in the blue area,
we'd have to ditch to the stream. That would create additional buffer and stream disturbance. Another option would
be to extend the storm at 0.5% slope or less. Please see attached. This would still require buffer
disturbance. Unfortunately we cannot apply these changes to E3 and G3 on C409. Those inverts are already at the top
of bank of the stream and are also restricted by minimum cover. Let me know your thoughts on the changes to D3 and
B. I'm available anytime if you want to have a call to discuss, or I can set up a Zoom meeting.
Thanks
Jeremy Horton, PE
Project Manager
TIMMONS GROUP I www.timmons.com [timmons.coml
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 [sendthisfile.coml.
From: Jeremy Horton
Sent: Wednesday, March 25, 2020 4:03 PM
To: Johnson, Alan <[e-mail]>
Subject: Preston Park
Alan,
We got the attached comments from Mecklenburg County on our Preston Park RTAP. Do you have some time tomorrow
to discuss? I know we had met back at the end of last year to discuss these. Just want to make sure we are on the same
page.
Thanks

Jeremy Horton, PE
Project Manager
TIMMONS GROUP I www.timmons.com ftimmons.coml
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 fsendthisfile.coml.

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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
/ PAD,TYP o / / / \ HEADWALL �� O E ISSUED BY USACE. FC :=554.64
11 / 547 \ ° 0 o 0 o a\ o 0 0 o ego 0 0 0 0 0 O o o A-0 O 0° o _/ \/ 1 \ C� ,/ E=554.30' \
° \ o/ J \ }41RRAP, TYP. / /
"- b 'o PROPOSED CONCRETE / \ 62
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h ( ` 0 0 0 0 0 0 0 0 0 0 0 0 0 o gio 0 0 0 O ' I CREEK \ G3 / � / FFE=554.2 SCALE 1"=40'
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�� \ K9 s46 / ° / / I APPROXIMATE \ \ ' /
\ K STORM DRAINAGE v \ / / / //�j'0 0%\� TOP OF BANK \ ' �' E=553.95'I / 0 40' 80'
FFI -5 86 \ ` EASEMENT I `0 / / 0� - - - _ \ / 0 \ o / �\ \ 63 \
> FGL=553. \ _ / ' ' ` ^ / / t \ ° \0 ° FFE=553.\` \
PE=554.53' r / / �� / O
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\ 245 I T CLEA ZONE SEE // \ J7 (� / / / / O 0 ° \ \ \ / \ / \� h / \ E=553.38' LK-1
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\ DETAIL SHEET C-701 / 0 ` /1 _ _ - / /ji' /' 00 0 0 / / ' I
- FE=555.25 / 0 88.15'± - J- - / / / 0 / . / - \
- FGE=554.08 \ / O \ \ _ < _ / / ° \ ' / J 64 \ \ 1 CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING -
O ` / �' / / O O / / 549 1 D27 / ' J APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
o /� ' A 0= \ / r /A. Gj5 / \ r\3E= 52.v 1 / ARE LOCATED PRIOR TO CONSTRUCTION.
M6,5 PG
\ 244 \ \ / / / , 0 0 40 \ / \ / j/ , \ 0 ' / \ \ ® - E=552.86' V ' 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING JOB NO.
/ ° ° / / ' / / ° MATC INE-SHEET C4 0 / / FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
9 54.89 \ / ( 0 ° _ . \ ` PROPOSED GRADE AT , \ \ / / , PUBLIC. 41946
0 J / / POWER L CROSSI'NG: o ) / \�2/ D47 / / 13 ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
53.72 \ 0 \ \ \ j � / 45 2+� O O - - / / ��T \ \ \� / / REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
4.55' / / 0 ° // // / 48" RCP O O O 6 J / t �� V \ !6\% , DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
243 / ^ o o / J5 ) 0 0 / _ / //�� STOR \ QUO i FFE=552.86 UTILITIES SPECIFICATIONS.
n \ .\ h� / 0 /� 2 36" ROCId 0° / /5cj0 i / DRA�INA E3 '�\c` / FGE=551.70 C-4�9
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0 0 \ A� 00 / / i EKS MEWF\ \ S�` PE=552.53' O \
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° / ° o/ \ L B DGE TO BE / h� 1 /
\ 4 / / 1.28± AC. OF IMPERVIOUS AREA O/ ED PRIOR TO PER Ilf / \ / CONTRACTOR2 TO \ / '4��r\ j / / LEG E N D
\ 4jI 4�� ' WITHIN FLOODPLAIN. MITIGATION / / VIDE SEAL \ /
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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
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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
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o of / / \ FGE=549.32 Q Qi O O / \\ 95
/ o ro h / / s I I E=550.66 / V pGOx° `' - \ / , F A. DALE
O 0 ° 0 0 /o h� / ' So 110 \ FFE-553.1� / \
FGE=553.19
/ �53$- o J / o° / , �70 \ \ \ FGE=548.92 \ �/ �9 / • O DESIGNED BY
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- - - - - - \ - l / J / / l I 1 PO 0 O ° 0 ° O O O _ _ \ I \ _ - - -11. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
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- \ \ _ - _ _ _ / ► _ - °-� o �° ° - / U W PUBLIC. 41946
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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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/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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