20100988 Ver 1_More Info Received_20110725

Strickland, Bev
From: Homewood, Sue
Sent: Monday, July 25, 2011 3:03 PM
To: Dennison, Laurie; Strickland, Bev
Subject: FW: GAA
Attachments: Parking Layout. PD F; EngEst.pdf; Letter-USACE.PDF
Hard copy in the courier to your attention, but here's the electronic version so you don't have to scan it in.
10-0988
Sue Homewood
NC DENR Winston-Salem Regional Office
Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [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.
From: Bruce fmaiIto: brucenCai)cptengineering.com]
Sent: Friday, July 22, 2011 11:19 AM
To: Homewood, Sue
Subject: GAA
Sue,
Please see attached letters and the parking layout for Kaplan University. How many paper copies do I need to submit?
Thanks, Bruce
Bruce Nooe, PE, PLS
CPT Engineering and Surveying, Inc.
4400 Tyning Street
High Point, NC 27265
336-812-8800 ext. 315
Fax: [phone]
Inc.
July 12, 2011
Mr. Dean Green
Greensboro Auto Auction
3907 W. Wendover Ave.
Greensboro, NC 27407
336-299-7777
Re: Former Guilford Co. Property
Retaining wall estimate
Job: 925-10
Mr. Green:
The following are estimated quantities for retaining walls and number of parking spaces in the
area from the front of the existing building (Proposed Kaplan University) to W. Wendover
Avenue.
Retaining Wall:
Length of retaining wall in-lieu of piping: 820 l.£
Average height of retaining wall: 10 feet
Estimated cost ($18/s.f.): $147,600.00
Parking Spaces:
Parking Spaces (Piping Stream): 145 spaces
Parking Spaces (Retaining Wall): 40 spaces
Reduction in parking spaces using retaining walls in-lieu of piping: 105 spaces.
Note: Please see attached requirements for dead-end fire apparatus access roads. Maximum
length is 150 feet without a turnaround provided.
Sincerely,
CPT Engineering and Surveying, Inc

B. Bruce Nooe, P.E., PLS
Project Engineer
4400 Tyning Street • High Point, NC 27265 Phone: [phone] • Fax: [phone]
www.cpten ing eering com
APPENDIX D
FIRE APPARATUS ACCESS ROADS
The provisions contained in this appendix are not nranda;
SECTION D101
GENERAL
D101.1 Scope. Fire apparatus access roads shall be in accor-
dance with this appendix and all other applicable requirements
of the Intevnational Fire Code.
SECTION D102
REQUIRED ACCESS
D102.1 Access and loading. Facilities, buildings orportions Of
buildings hereafter constructed shall be accessible to fire de-
partment apparatus by way of an approved fire apparatus access
road with an asphalt, concrete or other approved driving sur-
face capable of supporting the imposed load of fire apparatus
weighing at least 75,000 pounds (34 050 kg).

SECTION D103
MINIMUM SPECIFICATIONS
D103.1 Access road width with a hydrant. Where a fire hy-
drant is located on a fire apparatus access road, the minimum
road width shall be 26 feet (7925 mm). See Figure D103.1,
D103.2 Grade. Fire apparatus access roads shall not exceed 10
percent in grade.
Exception: Grades steeper than 10 percent as approved by
the fire chief.
---96'--
--- 28'R
-28' R TYP.'
TYP.' -- -20'
86' DIAMETER 70'DIAMETER
CUL-DE-SAC CUL-DE-SAC
30'- 30'
-7L20'
28'R-' TYP.'
-20,
60' HAMMERHEAD
For Sh ]foot = 304.8 mm.
determined by the fire code official.
'or}> unless specifically referenced in the adopting ordinance.
D103.3 Turning radius. The minimum turning radius shall be
ll103.4 Dead ends. Dead-end fire apparatus access roads in
excess of 150 feet (45 720 nun) shall be provided with width
and turnaround provisions in accordance with Table D 103.4.
TABLE D103.4
REQUIREMENTS FOR DEAD-END FIRE
APPARATUS ACCESS ROADS
501 750 26 96-foot-diameter cul-de-sac
LENGTH ?
(feet) WIDTH !
(feet)
TURNAROUNDS REQUIRED
0-150 20 None required
120-foot }lam:rcnc?ad, FO-four "Y' ur
s 1 ADO 20 190-toot-diairictcr cul-de-soc in
accordtincc??'ith',
"
or
120-foot Hammerhead, 60-foot "Y

accordance with Figure D103.1
Over 750 Special approval required
For SI[ I toot= 304.$ mm.
fire apparatus access roads shall comply with all of the follow-
D103.5 Fire apparatus access road gates. Gates securing the
ing criteria:
i. The minimum gate width shall be 20 feet (6096 nun).
26'R
TYP.'
ACCEPTABLE ALTERNATIVE
TO 120' HAMMERHEAD
6,
28'R-
C26'
60' -=-) 60'
I ( I Y
`-?
TYP.'
-> 120' HAMMERHEAD

20'
26'
MINIMUM CLEARANCE
AROUND A FIRE
HYDRANT
28' R-•
TYP.' `
20`--T
20'
ACCEPTABLE ALTERNATIVE
TO 120' HAMMERHEAD
FIGURE D103.1
DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND
375
2003 INTERNATIONAL FIRE CODE
"TION INC.
GREEI\,1"'-L0?R0AUT0AUC
3907 West Wendover Ave. Greensboro N.C. 27407 336 294-7777 ° Fax [phone]
Andy Williams July 14, 2011
US Army Corps of Engineers
Raleigh Re-ulatory Field Office
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
Ref: Answers to Your questions
Dear Mr_ Williams;
1 _ Estimated cost and quantities for retaining walls and fire code is included, we have
reasons retaining walls will not work or, this project:
a) Fire code required a turnaround
b) 10 foot height is a safety concern, because sidewalk will be along top of wall
c) Because of fire code and lack ofpaving surface tine will lose 105 parking
spaces
2. We have elected to buy our mitigation credits from NCEEP.
If additional information is needed please call me at 3-315-20-2-33-26-
Dean Green
Owner
V1,00 unr)u (s--F? 0 ru Cr- E
II
I~ REV1510N5
RETAINING WALL NOTES: ZONING; I
SED RETAINING WALLS ARE FOR ILLUSTRATION PURPOSES ONLY CD-C-M Conditional Dist ct-Comm c - ilium 1. PROPO ( , ~ )
DEPICTING CHANGE IN GRADE REQUIREMENTS. CPT ENGINEERING AND 1. Uses: Limited to all u es a' ' we a zoning distract exce t sexually i~ SURVEYING, INC. IS NOT RESPONSIBLE FOR RETAINING WALL DESIGNS. oriented businesses. ~ I I, SIGNAL
p. ' P P METAL ~ ~ ~ ~ p
2. RETAINING WALL PERMITS WILL BE REQUIRED 8Y THE CITY OF ~ III CD-LI (Conditional Distract ighf' Industrial). P BOX ~ > J R ~ 4 ~ ~ W. WENeoyER
GREENSBORO INSPECTIONS DEPARTMENT. 1. Uses: Limited to all ses allowed in the LI z' ' g is except land clearing and inert debrislandfll inoF'~` \ AVE.
~ I~ 3. NO STRUCTURAL OR GEO SYNTHETIC FABRIC REINFORCEMENT SHAL l~l LOGATIO ~ u
ENCROACH ON THE LOT LINES. ~ - a ~ 3 TAKEN FRO i~1T~ ~ ST.
. \ \ G06 Di~~W
0~' S I 0 TO ~ A rAN ~
EXISTING UTILITIES PROP05ED W W 1~----- 0 TO ~J F-7380 - _ ~ ~r~ o 4 ~ ~
TO BE RELOCATED 5' GRA55 STRIP wv \ ~ i
i ~ W 4 INr~
GENERAL NOTES: w W \ \ Iss TURN LANE pROP05ED \ ss ss - s ~ ~~~-~ISSpSED 12'__ - w ~
1. BOUNDARY INFORMATION FROM SURVEY FOR GUILFORD PROP05ED \ ss ss ss , BE REM TUF COUNTY KENDALL CENTERIEVERGREENS BY FLEMING ~ 2 -6 G ~ G ' TURN LANE ~ ~
D I NEDANDSEALEDBYCRAIGS. EXISTING 5 51DEWALK i ss ss 0 E RELO~A D ENGINEERING, INC. AN S G ss ss ss ss ~ , I~~, - a ~ ~
FLEMING, PL5 DATED 12122109. (26.48 tAC) ~ 5 DEWAL W (TYP.) \ 1~5' (TURN LANE) f _ _ - E
\ 20q (TAPPER ANE) PROP05ED " S " \ - - - - ~ TSB _ ~ I I N I I attar
2, TOPOGRAPHIC INFORMATION FROM CITY OF GREENSBORO " 112 (I2 ~ TURN L " III'+/- (T PPER) _ _ - - GIS AND INFORMATION PROVIDED BYOWNER. - ~ (~J ' X ~ (zj',
_ _ - ' PR POSED 5' SIDEWALK 'w -
- _ - - - TREET' 3. ALL DEVELOPMENT SHALL CONFORM WITH THE CITY OF - - - _ - N "
GREENSBORO DEVELOPMENT ORDINANCE. 1 O STREET RD BARD ~ ~Y - - I'O' ~ aoX (Tm) ~ STREET ' - TSB E~ YARD ~ - ~ PROP05ED I
4. WATER AND SEWER SHALL BE INSTALLED AND OR E r: a,~ ~ i
ABANDONED IN ACCORDANCE WITH THE REQUIREMENTS OF ~ ~ _ ^ 10' ST ~ _ I i PROP05ED ` - - - ~ REET- - ?04~ER 12' TURN
THE CITY OF GREENSBORO AND NCDENR. RETAIFIING~CC- YAR ~ ~ ~ " ^ I " ~ ~ ~ ~ ~ LANE I \ ~ -
" ~ (TO BE DESIGNED BY OTHERS) 5. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED / ~ Y Q~~ 1 EXISr,_ 4_"- i
TO THE ATTENTION OF THE OWNER AND ENGINEER PRIOR TO D M.U.E . OVER ~ ~ - ~ ~ S VER MAPLE ~ ` I ~
r AN. 5E R BE A DONED / - - - - PROCEEDING WITH THE WORK. ~ r S ~
~ 15 AROUND 1 I2 12' I ~ II SPACES 6. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS I # / PROPD ss =832 q5' V.=814.0\~~~'~ I Z ~ N
BIOGELL 3 , SS ~ OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR ~ ~ ENTRA 1''~'LV =rJLO:~ ~~~C ,TOP WALL=F~~~~ ` ~ I ~ Ln r T
PRIVATE PRIOR TO WORKING IN THESE AREAS. o O / ~ ~ ~ ~ ~ ~~O~rY~ ~ / / S ~'~~ti° , ~~P~~~ ~X15TINC~ ~ C ~ ~ m ~ m
• ~ - - ' 4 ~ 12 5 G s 5 Z DO NOT SCALE DRAWING FOR ACTUAL DIMENSIONS, As IT Is - P G 5 E ;j / \ i s \~'~1 ~ 8" D.I.P. - } 0 ~ w z~
A REPRODUCTION AND SUBJECT TO DISTORTION. I KIN 5 A E s ~ E T U A T A / ~ w TOP OF ~ ~jti0 10' MAiNr. EsMr _ ~ (D.8-4576 PG. B3 0 WAT~RL I NE ' _ ~ ~ ~ ~ ~ X
I s ~ N s 0 ry BANK ~ t~1 I- ~ ~ ~ ~ S SS ~ ~ ~ ~V,~ RIPSRAP~ I ~ ~ W ~ ~ ~ ~
LLD MAGED OR NON-COMPLIANT EXISTING CURB GUTTER / N I P s~ 8. A A EXI5TIN6 / I AND SIDEWALK SHALL BE REPLACED. m I 5 G 5
PARKING / / I - 12 ~ ~ ~ ~ I!
~ ~ / ROP05ED) 9. ALL SIDEWALKS AT DRIVEWAYS SHALL HAVE WHEEL CHAIR I PARKING (P KI G 11 KAPLAN EX, MH ~
RAMPS. ~1 E5 ~ N ~ NG SPACES rn E ~ 145 PARKI OP = 823, 82 V ~ ~ ~ ~ 0 ~ ~
~U 115AE ( I m ~ ~ ~ 10. ALL DRIVES TO BE CONSTRUCTED PER CITY OF - ~ -1 2~ I V= 81291 ~ \ ~ ~ I Z ~'~zN t ~ ~ ~ ~ ~ ~
GREENSBORO STD'S #416 &#418 ~ ~ 10 5 G 5 n~ ~ rn ~ 5
z~ ° ~ 125 G I ~ y, - WQ 0. ~ ~m ~ Exr r 11_ W Q o ~ m
~ ~ ~ ~ \ v7 ~ \ z N~ rlovE q 5 G 5 , NR Z z ~ z
~ ~ I ~ b I R oGATE Cj G 5 rn ~ 12 rn ~ rri \1 ' ~ I z
rn N \ ff , l4 1 ~ ~ _ l~ ~ ~ z~
rI z~ " ~ m P05ED)
rn PARKING (PRO / I TIN rn x \1 KAPLAN EX 5 G ~n 1 `
R I RESTAURANT ~ N A K N6 ~ y 1 ~ 1 ~1 ~ 1 \
(1=UTUR~) z \ X -I 2 S G 5 ~ _I \ t
10,000 S.F. - ~ \ I A 1
II PARKING REQUIR~M~NT ~ S ~ ~ 9ti\
I I/100 S.F. = 100 SPACES \ ' \ l ~ ~r~,
~ 20' ~ / II PROVIDED 122 SPACES I I \
~ rn N ~ II ~o V 1 L. ~ I
~ ~ II rn~ I ~ ~
E . 3 0 \1_ II PAGES ~ " I ~ ~ I 1 I
II 5 i rn~ KAPLAN UNIVERSITY PROP05ED) II rn - zrn 05~D) ',I ~ ~ . aA
HG HG HG HG U~ -I ~ m II -I £ REQUESTED PARKING: B
Kl G ~ 11 II E T UR N ~ ExISTIN~ 250 SPACES/ MINIMUM ~7 i ~I SP ED n~ " I ~ II ' M I n~y~\C ~ s('
~ ~ N DRIVE o 1 ~ EX. Q
- ~ ~ h PROPOSED BARKING: II PROPOSED ~ z O/
m ~ ~ 210 5 AGES II C ~ c ~ J ~ I !tiv = eio.~a
~ ~ _ i;l; EXISTING BUILDING ~ ~ ,~I ~ ~ I ~
I P ~ ~ - a ~ lil,, ~ ~
UAT AKN 1C o ,I E T - II ~~lill'' 1 ~ X1ST, 12 t i ~ ~ N9CLOW pAK l
II PROPOSED / t ~ 1
~ I A E5 ~ Ex. MH N II 5 SIDEWALK 1 - 1
~N MUST ~N E T U A T AKIN TOP= 3'x.86 0 \ ~ N I II ~ ~I 5 i t
~ ~ILITY p ~y II ~ EX.0.1. ~ ~ ~ v ~/v.~j.~ ,TOP-825.39
¢ ~ ~ 0 ~ ~ ~ ED I _sx,- ~ \Q OT 'A PROP05 p.~-55 st_WER 5~
~ rn Z P~ GON RYIGE EX. G.O. J f~";,~ ~ ~i ~ ~ I - TION ~ ~O O . , ~ ~ 0 EXISTING TOP=823.G' TOP=82~.G'~ , ~ ~
PARKING 2-vAN ~ rz~ ~ ,
~ ~ ~ ~ 1NV = 810. 11 ii 11 ~ ~
- ~ AGGE 51BLE Q O `','i : ~ ITI R5' s r II rn r P , ~ ~ D I P G 5 _X-~ ~ 5 A 5 i~ E'`'~ 11 ~
Z , , _ ~ i~~. ~'S ~ ..riN C j R20' y ~ ,
~'`s ~ v ' ~ R20 R20 II a'_ _ r ~ r R5' R5 EX. i~ ~ /j/ ~ 11 ~ ~
~ ~ FH II ~ ~ Z C~ r ~ ' /
' ~^'hcr~a~r.~;,,,ryv PARKING (PROPOSED) rn - , ,~;W,~: KAPLAN
R5.45' ~ ~ ~ ~ ~ / BEFORE YOU DIG! 85.45' R5.45' 85.45' 85.45' R20' rn f 11 z ~ ~ ~ \I ® w
~ ~ _ ~ HG CONTACT ONE-CALL CENTER - nrn N
1-8(X}-632-4949 18' R5' ti ~ ~ - EXI T~N~ ~ / / ~ ~ ~ ~ 81021 ~ ~~ti ~ ~ W ~ Qv
I G z N HG RESTRIPE o {(l ~ PARKING
I ~ SPACES N n ~ 7`< _ - c~ HG
~rn ~ ~ ~ ~ -f1 ~ xf N G / EXISTING T P. ~ o EXISTING 6" D.I.P. B ` ~ \ ' to 0 Q O ~ ~
WATERLINE TD cot voa7 ~ ~ \ z TO REMAIN IN ~0 NITARYMN ~ ~ ~ Q
pP = 8275 ~/RVicE 4 ~_g1 `,11 TOP c ~ ~
orn rnN Z ~ ~ Z Z ~ t~ ~ z rn rn rn rn N EX. ~H ~ ~ z
rnu~ o ~ N ~ I rn HY15-G04 BRICK MASNORY ~
~ d z o rn i(1 ~1 ~ - PIPE PLUG PER GOG ~ , r n ~ ~ _ _ _ _ ~~.a F°' STD. 210 8 REBU`LD SHELF `X V 1 ~
L~G~ND rn ~ _ _ ~ rn 0 ~ ~ -o ~ n 1C 7C
~ ~(1 ~ R4,5' Z Z EJ,P. EXISTING IRON PIN N ~
PN T ~ ~I ~ \ c I.P,S, IRON I SE o~ ? ~ rn ~ ^ ^ ~ PROPO_ PROP05ED PROP05ED ~ ~ ~
CONC. MON. CONCRETE MONUMENT ~ ~ PROPOSED 45° BE' ~ 45° BEND GATE ~ 4 ~ ~ \
PT. POINT ? C~ ~jTI rn~ ~ ~ ~ D.I.P. VALVE \
R/W RIGHT-OF-WAY O ~ 9 ~ ~ ~ - - ~ wv ~ ~Q ~ REMOVE/RELOGAAI~ \ ~Q~o~ p EXI5TIN6 LI6NT POL
E/P EDGE OF PAVEMENT p=~ z ~ ~ ~ ( - xJ 0 ~ ~ Q Q ~ r - 20 ACCESS C 8c G CURB & GUTTER ~Z N CONCRETE ~ ~ ~ ASEMENT ~ ~ R2O' 2 Q ~ ~ ~
T C TOP OF CURB - G~ ~ N ~ E - / z WHEEL STOPS ITf - - - PROP05ED ~ \
PP POWER POLE ~ d ~ BIOGE PRO 05ED) - q0~ BEND \ \ T~ OWNER/DEVELOPER;
PIV POST INDICATOR VALVE INV. = a41.2o N ~k~0 GREEN5BOR0 AUTO AUCTION
E OVERHEAD UTILITY l s 'P \ ~ 3901 W. WENDOVER AVE. sANrrARrMrr p, GREEN5BOR0, NG 21401
PK NAIL MASONRY NAIL I ~ EXIS ING WATERLINE roP = ea5.os \ GONTAGL DEAN GREEN
WV WATER VALVE 5 0 AT UG I N I GEE I CO CLEAN OUT GU T M R~ M L Y E P R N TO B ABANDONED ,NV= a26.7s OFFICE: [phone] IN ~ _ CELL: [phone] 51TE ~ UTILITY
GM GAS METER CIVIL ENGINEER: PLAN
GV GAS VALVE ~ .=8 L54' GPT ENGINEERING 8 SURVEYING, ING 4400 TYNING 57REET
MH MANHOLE HIGH POINT, NG 21265
FES FLARED END SECTION N5BOR0 AUTO AUCTION GREE CONTACT: BRUCE NOOE, P.E. V (336? 812-8800 ext 315 SCALE; ~ ° ~ Ll.a~
FH FIRE HYDRANT G STOME ~ E P OYE PRIG ~ LP LIGHT POLE 1~1 P 5
N F NOW OR FORMERLY - ~ / I RE5
~~WM WATFR MFTFR Rr RACKFI ~W PRFVFNTFR _ i I T M R M L Y E A K NC ' E A K N _ DATE: 2/Oa/2010
o WM WATER METER
UG UNDERGROUND SERVICE `~1IIIIU GREENSBORO AUTO c N
BOLLARD CUSTOMER - EMPLOY IN GRAPHIC SCALE kF:J T:a25-oa ~Q GQ A 6
C. 1. CURB INLET I 40 0 20 40 80 160
G. 1. GRATE INLET 6 E N5 0 A T UG I N 050E E P 0 E AKI6 BY: BBN
CA CONTROLLED ACCESS RE500 U+AC-ll CONC, EXISTING CONCRETE U T E M L G GAS P ,,uOA G1o A KIN IN FEET )
IPE LINE two ,
W WATERLINE 1 inch = 40 ft. 4B