20141310 Ver 1_More Info Received_20150130

Homewood, Sue
From: EMcClanahan < EMcClanahan @ecslimited.com>
Sent: Friday, January 30, 2015 8:31 AM
To: Bailey, David E SAW
Cc: Homewood, Sue
Subject: FW: McConnell Lot 1 Stream Crossing
Attachments: MC1 SS- 2.PDF; MC1 C101 Prelim Site.PDF; MC1 SS -1.PDF
Please let me know if attached drawings will help. I will generate a bit more of a narrative on the "overall development"
question, as well as review your additional comments from a couple of weeks ago. I have been in the field for about 3
weeks straight and am finally settling back to doing these follow up items.
From: Allan Hill [ mai Ito: a hill (a)triad- designaroup.com]
Sent: Monday, January 26, 2015 10:37 AM
To: EMcClanahan
Cc: Buddy Seymour ( BSeymour (a)windsorcommercial.com)
Subject: McConnell Lot 1 Stream Crossing
Good morning Eric. Hope you had a good weekend. Attached are the revised site plan and stream crossing
exhibits. They have been revised per Sue's comments. The revisions are as follows:
CIA Site Plan
1) Labeled streams and wetlands on site plan and indicated proposed impacts.
2) Indicated stream buffers and labeled Zone 1 and Zone 2.
3) Added existing contours to Site Plan.
SS -1
1) "Cleaned up" plan to make it easier to read.
SS -2
1) Added Construction Sequence for dewatering and working in the stream channel.
2) Added Energy Dissipator detail.
Please review and let me know if I need to make additional changes. Thanks!
Best regards,
L. Allan Hill, P.E.
Associate
4807 -C Koger Boulevard
Greensboro, NC 27407
T- 336 -218 -8282
F- 336 -218 -8010
www.triad- designgroup.com

I. KEEP CLEARING AND EXCAVATION OF STREAM BANKS AND BED TO A MINIMUM.
2. COTCT O N ARE1NO AAUDONT EOFAC TRON NSRU A TO PUMP
BEGIN PUMPING AND CONTINUE PUMPING WHILE WORKING WITHIN
STREAM LIMITS.
3 INSTALL UPSTREAM COFFER DAM. CONSTRUCT DAMS WITH CLASS B STONE
AND POLYETHYLENE FABRIC. COVER PIPE INLET WITH FABRIC AND SAND BAGS
4. INSTALL DOWNSTREAM COFFER DAM TO PREVENT BACK FLOW INTO CONSTRUCTION AREA.
5. INSTALL TEMPORARY SILT FENCE AND SILT FENCE STONE OUTLETS ALONG TOP OF
BANK ON EACH SIDE OF THE CONSTRUCTION AREA PER PLANS.
6. INSTALL DEWATERING BASIN OR SILT BAG AT TOP OF BANK. DEWATER CONSTRUCTION
AREA BETWEEN COFFER DAMS USING THE BASIN OR SILT BAG
7. INSTALL PIPE PER PLANS AND CONSTRUCT ENERGY DISSIPATOR
& UPON COMPLETION OF CONSTRUCTION, REMOVE COFFER DAMS.
9. CONSTRUCT RETAINING WALLS AND FILL FOR DRIVEWAY.
710 10 +00 11 +00
SCALE: 1"--40`(H), P--4' (V)
PLACE RIP -RAP AROUND
PIPE AS DIRECTED BY
THE ENGINEER —­_ ___o
L
f=?
SEE SCHEDULE FOR
WxL SIZE
i- 2/1 SLOPE
FILTER FABRIC
NCOOT TYPE 2
TYPE 2 PIPE OUTLET EROSION CONTROL DEVICE
(CHANNEL)
PIPE OUTLET CONTROL DEVICE SCHEDULE
STRUCTURE TYPE 'W' 'L' d max. d 50 d min. 'T' 'Q' 'V'
* 66" RCP 1 2 23' 44' 11" 10" 5" 26" 212 11.4
• NOTE - ENERGY OISSIPATOR FOR 66" RCP SHALL CONI =ORM TO EXISTING CHANNEL.
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.
• a
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00006444%,
- is
McConnell Lot 1
4743 McConnell Center Drive
Gilmer Township, Guilford County
Greensboro, North Carolina
PERMANENT STREAM
AND WETLAND IMPACT SS-2

� _�_ �: 1 1 1 1 I► ' 1 ` 1 1 I 1� � 1 �
III I I� I I Q
gc, 304 Rp
5R 3046
SR 3000 SOX RD
LIMITS OF D15TUR5ANCE ' 'i i' MCCONNELL RD MCCONNELL RD 3142
COFFERDAM
(CLASS S RIPRAP i JANET LN zv -85 SR I -85
1 1 WITH 8 MIL 3183
1 i I 1'
-- � � 1 i I'. � � � � POLYETHYLENE
FABRIC ON FACE) 5R 3 pER�N p
TEMP. SILT FENCE �r o '
b �; O IF1G , \ \\ i 1'. SEE DET. G /C23 ��,' ��� � nj�ryMEDCGEUIOOD DR Z s ��� �ti� z
C 1 Qi�% COQ" ARSOU DR
P TEMP. ROCK CHECK DAM, ��� �� I s� m
SEE DET. F /C23 ! , / SHARPE Ro sR 3033
\ \ I
694.2
Ii i I
CHIPPENDALE TL FARLow DR
SR 3151
TLE
VICINITY MAP / 1
SCALE i° 2000'
..
North
WAA WETLAND
• • • • ♦ TOTAL AREA = 1001 SF (0.023 AC)
•��``` �`` �,;` �� �J , J ;,\ k PERMANENT IMPACT = 164 SF (0018 AC)
CONSTRUCTION IN EXISTING STREAM
1. KEEP CLEARING AND EXCAVATION OF STREAM BANKS AND BED TO A MINIMUM.
Z CONSTRUCT DAMS WITH CLASS B STONE AND POLYEHTYLENE FABRIC AND PUMP WATER
END WALL
P- RM�AI`1ENT AROUND CONSTRUCTION AREA. PUMPS MUST BE MONITORED AND REMAIN RUNNING AT ALL
` -� TIMES UNTIL CONSTRUCTION IS COMPLETE.
- _ - - - - -5 REAM -
- -- - IMPA6,\T ''140 LF
10 L-P7'i RC `` ; o� - ;�_+ �_ J. APPROPRIATELY STABILIZE DISTURBED STREAM BANKS WITH SEEDING, EXCELSIOR
MATTING, RIPRAP, OR OTHER APPROVED METHOD.
4. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER WITH RIPRAP OR OTHER
SUITABLE MEANS.
TY LINE/
5. INSTALL PIPE AND CONSTRUCT PROPOSED ROAD IN ACCORDANCE WITH THE PLANS.
6. UPON COMPLETION, RESTORE DISTURBED AREAS OF THE STREAM CHANNEL TO ITS
ORIGINAL CROSS- SECTION. SMOOTH AND PERMANENTLY STABILIZE ALL DISTURBED AREAS
I APPROPRIATELY.
was . ��
Nj,'DOT 8 ,3821 O
— — END WALL `�
INV.68935
ENERGATOR McCONNELL CENTER LOT 1
DISSIP
N ca
�o. 1 44` LONG i ' •• "q !i •• 4743 McCONNELL CENTER DRIVE
23' WIDE :I= UTURE. WATER -LINE ._ ;' : •• E S s ;' �.9'
CLI RIPRAP STONE SILT ; ;aN -DRIVE -FILL ;� °•' GILMER TOWNSHIP, GUILFORD COUNTY
35 et ux FUTU SAN. OUTLET ,1 1 ?' = :a % GREENSBORO, NORTH CAROLINA
SEWER LINE
TO BE INSTALLED \ PERMANENT STREAM
BY BORE AND JACK 1 COFFERDAM %�c
1 WITH (CLASS MI RIPRAP %,4LAN \A
GRAPHIC SCALE POLYETHYLENE AND WETLAND IMPACT
1 ' FABRIC ON FACE) JANUARY 23, 2015
40 m to 40 w 160
�'• STREAM BUFFER IMPACTS
' 722.9 ZONE 1 - 0.16 AC. S S�i
a a ZONE 2 = 0.11 AC.
IN FEET ZONE 3 = 031 AC.

0
•J
C
0
0
1
TREE PRESERVATION NOTES
I. ALL TREE PROTECTION DEVICES MUST BE INSTALLED PRIOR TO LAND DISTURBANCE,
INCLUDING THE CUTTING OF ANY TREES. A PENALTY OF $500 PER DAY FOR FAILURE
TO INSTALL APPROVED TREE PROTECTION MEASURES MAY APPLY.
2. CONTACT THE URBAN FORESTER AT 313 -2150 TO SET UP A PRE- CONSTRUCTION
MEETING PRIOR TO LAND DISTURBANCE. TREE PROTECTION FENCING SHALL BE
INSTALLED PRIOR TO THE PRE - CONSTRUCTION MEETING.
3- NO GRADING IS TO OCCUR IN THE TREE CONSERVATION AREAS OR TREE CRITICAL
ROOT ZONES.
PREVIOUSLY APPROVED 9 -28 -06
TREE CONSERVATION DATA
PLAN 02005-1314 AND 5 -20 -08
REQUIRED TREE CONSERVATION AREAS
Within required planting yards 289,910 SF
Within 25 feet of side and rear property lines 191,015 SF
2
3
CI
PROPERTY LINE/
5
6
M
Q� SCE -TOOL
a n�� SR 3046
McCONNELL RD I
JANET LN zC
5R 340 PERTN -40
AO
DCsEU100D DR z
E
MCCONNELL RD
1 -85 -
3163
KNOX RD
SR 3142
1 -85
PROPOSED TREE CONSERVATION AREAS _
I. Propart east of Hooting Hollow Road (Lot 838 00 SF w 5TAT _ 331 p L
g 7 / _ _ I_ RD SR 303
>;p pUSL IG R/t� �8- - - _ - B 702 FIRE T1?d1CK ! I 3
2. Area along southern boarder (Lot 6) 36,500 OF r INTER 0 > N ' / TURN AROUND
'III I ENDALE TL FARLOW DR
3. Area along western boarder (Lot 1) 38650 SF
s CHIPP
1 / :III
X WIRE FENCE L I I/ / S R 3157
4. South stream buffer areas (Lot 1) 180,'184 SF 7? 4 80 - 1 "- - _ I t 6
TOTAL 294,434 OF \--' - - --= -�-_ -_ _-- - - - - -- - - --1 -------- _ -,*,-
Less --- - - - - -- — - - - -- -- - -- C
Required TCA 289,910 SF - ____ -- __ -- - \ - -- - - -- -=z1 i , h�\`, I'✓-• M Lp•F'v11T• 'ps, \ VICINITY MAP ��
/ ----------- - - - --- _..�. r - _---- _--- _--- az_--- - - - - -_ - -T -- I III `\ '4`, N ' �, II 1
Excess TCA X24 SF _ _____ - --- __ ----' __ -- - - \ __ .�_�: __: J ► 1 I SC,4LE 1 = 2000 e�
' ?4 - -- - /____ - - - -- }.04t:. - '...1` _ - 1-- - -I-- \\,\ * \\ ate•) �' 1
mss•
—_ - __ --_ — - - - - - - - - - - - - - - --
LEGEND
I I \ 1 I_ III I I .:I I I •\ \ III I I
32'
- EXo LISTIN1
G
LE EN
D
X
NEW
7 11
---- - - - - -- 7
— - - - - - -- _ -- SPACES =BUILDIN �� 120 BITUMINOUS PAVINKIN G
R OPO SEDPAR SIDEWALK TYP.
ACCESSIBLE
CONC. SLAB OR PAVING
12Q • I „ 1 i (CROSS SLOPE
-- - - - -- I o
:
;
0
I 2% T ENTRANCE/EXIT T - - - -100 -- - - CONTOUR ELEVATION told
� � ENTRAN
SPOT ELEVATION * bold
\ 8" S 8" so
,
,
D STORM DRAIN LINE
--7!✓ 1 \ I ( I I 1 I : I'. 'pS, i 12 .139' �-x-1 — 0
14 . STORM DRAIN INLET
2 N 0 STORM DR41N MANHOLE
L A ; \ > I •1 I I� ` \ VAN ACCESS HEADWALL OR ENDWALL --C
H/C SIGN
�"` —ss— — SANITARY SEWER LINE Se
% H/C ACCESSIBLE — --�- — SANITARY MANHOLE •
�'• 1 I 6, I ; ' r, 5m' D1 -ItdE I �-a ENTRANCE/EXIT
\. _ - — — o CLEAN out CO
�1=NTF ' DON CHN►E 1�`�' I ` LUSH H/G SIGN
wooD FENCE ■—
�\` ° ( / I 1; I I 16` ITH T ca 1
% LOT 1 1 ' I ,, I _
\` 0 \ CHAIN LINK FENCE X
% \ I / �0'. 1:20' II 0 i,,•
��, \ I IZQN I 1 I -' 0 -�\ -+ TREE LINE
\;; • \ :,�, ,\, ' , � ' •',
• \ `� � \\,,, • --------- - -• - -- \ - - - - - -- \
I I Q r NDi5X3
19 4747 McCONNELL CENTER D
R IVE
SILT FE
NCE PROPOSED BUILDING,,
OUdER AIROC McCONNELL, LLC x � CONC. CUB ` \ � "'---- ----- SEARS M c CON NELL CENTS R , LLC 4 GU
TTER
---- - - - -•' 72 4 ----- - -• - -- - - - - - - -- 2 SI
WATER MAIN W
I ZONE ZON 1 CE66 AD/
._ -.126 \\ I I y IUNDIS I ( S ¢ N\ UL RO -T - - -- TELEPHONE CONDUIT T
TCA PER : �`; . G' I 1 - - - - - -
PRELIMINARY PLAT ',1%\,, \ \ I I G
(COG x'2001 -2295) �� • ��`' \ I I I ( / I *4 Rg, $, - - -- - - -- GAS LINE Cs
\ \ L >� ,�, E ELECTRICAL CONDUIT E
APPROVED 5 -20 -08 \ ., ,
38;650 SF :�'•'. ` -- - -- -
. FIRE HYDRANT V'
GATE VALVE ►�
- - - - - - \`1 \ POST INDICATOR VALVE
> ' I THRUST BLOCK Q
I i
%
I I : ' �; e o
I PROPOSED LOT 2 AND PIPE BOLLARD
LIGHT POLE 00
MCCONNELL CENTER DRIVE CDL) TELEPHONE OR UTILITY POLE Coo,
°�� \ :,' • \`` \ > ?¢ _ PROPERTY / ROW LINE
(COG #2007 0686)
�' ' G p�CK EASEMENT LINE
% �Y °;:' , \ LOAD N �I I , I I
I I I 'i I $• H /C ACCESSIBLE ♦ — ♦ — SOIL CLASSIFICATION
E N TRANCE/EXIT Q IRON PIN OR PROPERTY CORNER
- - - - - -.
.. _ _ \ I I I 6, CONC. NOT AN ❑■ TONE MARKER OR PROPERTY CORNER
I�, I: I ,
1'i 1 � C. ACCESSIBI S
1 I: 5' 8L ISE 1 I i SIDEWALK, TYP. EXIT
(CROSS SLOPE BUILDING SETBACK LINE - - - - - --
\''.' NOT TO EXCEED
�• I, \ 72 a� 1 I t I I I ' AR OND ti' 29,) CON(. SIDEWALK
-- - - -� 1 5' BL r ' I I I E OvER 4 15p I 1?
PIERRE A, GORIA d CAROLYN E. CsORIA 1 •.• I h 6,11 SWALE
(SLADT'S M. SEARS \ 1 ` 1 II 1 "1 1 C I I 1 241 408' mac $
DO 6649 PCs 17.6.6 1;: ,\' �' , I I : +; 1: I I I ; EXISTING -. Do�pQ� RIPRAP
\ . I II ( d , .1;1`, 1 ,; I WET DETENTION 1 _
TRACT I I':' I I I: I ROCK CHECK DAM
1 I I I I' POND No. 1 1 16
I _
ONING CO-RS-12 _ _ - - - �l\ II 1 I i
Z CD RS 12 - I I'•• -. -- -_ -- I WER ` 1' I � ; I P 333)
I' 2 S I I I 1
TEMPORARY Y I
D VERSION DIKE
EA MENIf 1 I I I I ,I 138'
,.......................... EROSION CONTROL MAT
I' - - _ _ _ 7/ CANOPY TREE
1'
I
I
I
'I_
- _ I'
,
0
- - - - -- 'PROPOSED
� ` � � ' ', I + � I ,' 1�+ C: 'W A 7. � • � �
1 ^� WET' DETENTION / �I (' L37t , 11 : _ ,it R 7g:
I � ... SITE DATA
� T ',A 1001 SF 10.023 AC) � �; - ACCESSIBLE
O►1D No. I I # 't I `iXMPACT = '164 SF (0.018 AC) 8 ROUTE To
-1 .0) / I I ' 11 ' ` X120'1 PUBLIC WAY 1. PROPERTY OWNER
704 \ / I I �: I \ �'• \ CURB CUT, AIROG MCCONNELL, LLC
/ , I i', I'• �.;; , , ; 1 SIDEWALK FLUSH SEARS McCONNELL CENTER, LLC
PAVEMENT
s
I� MCLEANSVILL NORTH CAROLINA 2'1301
1
-r ' �as�
WITH \ \ P.O. BOX 39
2. DEVELOPER
�` s,� !Ci I ;;�' >\ " >� 6i �' ¢�m� \ \ _� ...•.---"� WINDSOR COMMERCIAL
_ 5603 NEW GARDEN VILLAGE
Ni. �
CONTACT - `'��I•,S - '� 1�4 \ -_ ��. - -�-r _ - - GREENSBORO, NORTH
ORT CAROLINA
-_ - - -- _ _ - -- � b -•}'' ` -' 9, � ' � -_ % �/ � \` ¢ BUDDY SEYMOUR 336 -282 -252
-3535
3. REFERENCES
O.B. "1593 FIG. 2011
4. ADDRESS
- -- ; _ ` --� ------------------ TM
_ _ _ PERMANENT ;1,� ; ` '' ' t'• 0 4143 McCONNELL CENTER DRIVE
STREAM:
JEFFERSON TOWNSHIP, GUILFORD COUNTY
IMPACT, "= 140 F :I 1 ' ; ; .r, P '� 1 \ GREENSBORO, NORTH CAROLINA
2 0' 5. PARCEL No. 0084310
ACL 4- 211- 402N -1
\ / __ _� ' ,..,,_�' -' ,',; •;; _ _ - I PIN 1894202233
�; - \� > Y �� ; ; , : 6. ZONING DISTRICT
CD -LI - LIGHT INDUSTRIAL (CASE "3481)
AR F6U '1 4i ♦ \ _ _ J j I. PROPOSED USE
X839,80 .6 _ -;; I I'
�_.- ; � � �. NOT DETERMINED
/ �Q �� \ f4 : " 1 $71Na 1,702,66 36' •.- -� G���� _
J ��' \ 2(D A"1 ,X66 . • . • . ; j� I 8. LOT SIZE - 14311 ACRES
STREAM f �� \ - �� �3� ��� \ ; -, --'.7j \ Cj `I `� IG R� (FU7URE) ��`� PROPOSED AREA = 000 ACRES 10009•)
j t' I �.. BBL SED BU L UPON AREA 0.00 ACRES (0.00%)
FUIU� BUILT UPON = 626 ACRES (43.14%)
TOTAL BUILT UPON = 626 ACRES (43.14%)
�• -' J ' `I 1 / 11 r�, DISTURBED AREA = 1154 ACRES (80.649.)
/ I UNDISTURBED AREA = 2.11 ACRES (1936%.)
` VERNELL STALLINCsS et ux ) N / ,Y • \; ' r C9_
DB 3011 PG 984 n r"� :l 1 �, 7 �r��
2lp'' UTILITY 1=SMT- T I
1 /� \\ XCLUSIVE TO THE
im (( I
\. \ OF GREENSBORO
s� I ` \ I
\�' V I \
/ I \ NOTES
/ \
1
\ \ \ . GEOMETRIb. AND TOPOG1Z4Pt-lIC DATA FROM SURVEY BY BORUM, WADE AND ASSOCIATES,
621 EUGENE COURT, GREENSBORO, NO 21401 DATED AUGUST 8, 2001
4746 'R1cCONNEL� CENTER DRIVE
\ \ „ o �. THIS SITE IS LOCATED IN ZONE X PER F.I.RM. COMMUNITY PANEL 3110189400 J, EFFECTIVE
�� DATE JUNE 18,2001. AND 3110189300 J, EFFECTIVE DATE JUNE 18, 2001 tHE SITE IS
\ s �• \' ; �o +\ 'LOCATED APPROXIMATELY 1,500' FROM THE NEAREST 100 YEAR FLOODWAY.
\ 3. THE PROPERTY IS LOCATED IN THE LAKE MACINTOSH WATERSHED (LITTLE ALAMANCE CREEK) (WS
IV)
ZONING CONDITIONS
\ \ \' \
\
ZONING CONDITIONS - LOT I, 2, 5 -8
E ` \', \• . `�� '•� \\ 1. All use permitted in the Corporate Park District will be permitted except the following
sort' uses and structures recycling collections point
\ \ ''�'• �'' \ Other uses automobile parking, cristmas tree sales, temporar construction offices,
\•�,\ ', \ construction equipment storage, real estate sates or rental offices (the foregoing will be
permitted with concurrent building permit for ppermanent building)
Temporary events, including but limited to arts and crafts shows, carnivals and fairs, concerts,
��•
stage shows, conventions, trade shows, outdoor religious events
Ocher accessory uses and structures Junked motor vehicles, transportation
�'• Warehouse and utilities land clearing and inert debris landfills, minor
\ 2. Any outside storage shall be screened from view from any public roads or residential areas.
RODNEY L. STERZBACP t WIFE, \ I 3. That within 800 feet from the southern margin of Interstate 40/85, all of the requirements of the
Scenic Corridor Overlay district II shall be met.
EYELYN C. 6TERZBACI -1 , 4. There will be no connector road between Land Road and Southall Road.
DB 2329 PG 316
PO 40 PCs 7F✓ \ 5. There will be no access to Land Road from the CO -LI District.
1
6. A landscaped, planted berm, having an average height of five feet (5') will be incorporated into the
planting yard along Land Road.
1. At the and of Southall Road there will be a natural and undisturbed buffer, except for installation of
Outilities, approximately 300 feet (3009 wide, starting at the proerty line at Southall and Castilian Way
S to the creek and 100 feet (100') on the other side of the creek p
S. The property owner will cause the existing billboard to be removed without cost to the City prior to
SEEALSO the granting of a certificate of occupancy for the first building on the property.
GRAPHIC SCALE
PRELIMINARY PLAT m 200
(COG #2007 -2295)
IN FEET
I inch = 50 ft.
1 2 3 4 5
6
L
0
Q!
h
0
10;70,
triaddesignaroup
Architecture I Engineering IInterior Design
Triad Design Group, P.C.
4807 -C Koger Boulevard
Greensboro, NC 27407
Telephone 336 - 218 -8282
Facsimile 336- 218 -8010
www.triad- designgroup.com
NC Architecture Reg. 50709
NC Engineering Lic. C -1108
WINDSOR
COMMERCIAL
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JANUARY 22, 2015
PROFESSIONAL OF RECORD:
L. ALLAN HILL, P.E.
o CJ 1
c
V � Q
o V 3
Mk Date Description
Revisions
CONCEPTUAL
SITE PLAN
Vat-,: MAY , 2014
Drawn: F05 Chcck: LAH
Job Numlxr: 15-0014
Shcot:
C1 11