HomeMy WebLinkAboutSDP199300085 Letter of Revision Letter of Revision 1 2005-08-26,Aue 22 2005 2:49PM
434-979-3738 p.2
Afton. Scientific
C; 0 R P t7 R A 1.. I () N
cGMP Aseptic Processing Of 0blical Material
22 August 2005
(via fax 434-972-4126)
To: Francis H. MacCall
Senior Planner
County of Albemarle
Department of Community Development
Zoning and Current Development
Re: Letter of Revision - Back-up Generator for Afton Scientific Corp.
Reference Building Permit submitted by Laco, Inc.
Contact: Thomas Thorpe
434-979-3737
M
Location: (Tax Map 77tft, JP -a o4 4-D.B, 1057 P. 324,331 Plat
Astec Partnership 2030 Avon Court
Charlottesville, VA 22902
Purpose: Afton Scientific is submitting a request for a building permit and zoning
approval to Install a natural gas generator adjacent to existing industrial building. Natural gas
will be piped from an existing location on the same side of the building.
Description: The backup generator is a residential size- 13kiv generator with a sound
reduction enclosure. The approximate dimensions are 2 feet deep x 3 feet high and 4 feet long.
The location is next to the building and 15-20 feet from the nearest property line, which is the
rear dock area of another Astec Partnership commercial building, both of which are zoned light
industrial.
If there are any questions, please contact me: 434-979-3737
Sincerely,
Reviewed and Approved by the
Thoiitas_L ,Thor= - Community Tlocelc,?
lop ent Department
President Date:
File#• -
i
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SEDIMFNT TRAP /1: SEDIMENT TRAP 2 APPROXIMATE DRAINAGE PATTERN -TARP 77-9 i DRwsA .B. S�PSANrrARY245. EWER _
DRAINAGE VOLUUE88 ACRES DRAINAGE AREA M.55 ACRES 30' RCP AT O.SS DETENTION
_FOR EXISTING CONDITIONS 25% SLOPES GENERALLY 8 ' FROMOLE -� - - -
FEDUIREDVOLUyE=3�83 CF REOUIREb-VOLUilE-1,993 CF � UNDERGROUND STORM DETENTION PIPE DONALD S. BATTEN CHARlFS wu. HURT
TRAP DIMENSIONS: TRAP DIMENSIONS: TOWARDS I TOWARDS ..D.B. 771 P. 381, 384 PLAT BELOW THE 400• CONTOUR ` TO D.B. 601 P. 118
TOP: MAIDEN-32', LENGTH-32' TOP: WIDTH-2B. LENGTH-48• RT. 1101 �' �yOpRE'S CREIX PROPOSED 20' UT4Th' EASEMENT MANHOLE TARP 77-7
BOTTOM: WIDTH-20'. LENGTH-40' BOTTOM: WIDTH 20'. LENGTH-40' r
DEPTH-3' DEPTH-2• 1 DROP INLET AND DRAINAGE EASEMENT \ j SEDIMENT TRAP /3
VOLUME PROVIDED-3,696 CF VOLUME PROVIDED-2, 144 CF DI-3B, L-4' TEMPORARY GRADING EASEMENT EXISTING OVERHEAD TELEPHONE \ DRAINAGE AREA-1.3 ACRES + -
OLTTLET LENCTH-6' OUTLET LENGTH-4' TOP-407.5 TO FE RELOCATED ON PROPERTY LINE /
NO EXCAVATED STORAGE EXCAVATED STORAGE ONLY TO BE PROVIDED REQUIRED VOLUME-4,710 CF
INVERT-403.0 ALONG SIDE PROPERTY LINE / STORM MANHOLE LIMITS OF CLEARING AND GRADING TRAP DIMENSIONS:
REMOVED AFTER STONE ISI TOP-406.25 TOP. WIDTH-36'. LENGTH-56'
PLACED IN PARKING LOT ) \ INVERT-402.4 CONCRETE RETAINING WALL
BOTTOM: WIDTH-20', LENGTH-40' 347.12
LIMITS OF CLEARING AND GRADING `$ 1 IP \ I I SF O I g P$ & U DEPTH-4'
I \ O \ PS & 1 WOODEN WALKWAY WITH RAILINGS S`F o CHANNEL VOLUME VOLUME PROVIDED-5,632 CF
I ' 12.51 / 1 1 I % p ON PIERS OUTLET LENGTH-8
400 -- L - NO EXCAVATED STORAGE /
-- +348.13 IRON
PRESCRIPTIVE RIGHT OF WAY i 406 -' -7 T- 45.58.
4( _ _ - - , �410 N JT36'4e E ✓ HL SIGNS �10 ` 1 I I I
412 "'+398"""' 397.5
PARKING SETBACK I k _THIS CORNER DESCRIBED
I IS. / D UPPE5 •FINER: LOWER ENTR 1 1 I _ ---, IN Dl 97 P. 443 (CO.)
m' - / / 80.00' , ` 1 �OOF PRAIN i I I I S. I I I EGERGY DISSIPATOR AS 40ORES CREEK
O I r,08 ` 20 SPACES - - t.� ALL 8' S I ES / \ \ 1 1 WdODFj4 WALKWA� ''''f} RAI N SI it 1 �\ S �3020' E
a II PHASE II \ 1 1 \ t W N1PIE(t 1 ( I 1 I ly I 1 4 IP-RAP
STREET SHRUBS "r 8 ` ` �' _ _ _ . ` WATER ' 1 TWO STORY \ 11 1, 1 0 1 ` 1 1 1 ` `I , ' O 347.70 TS
IN OAK MULCH PLANTER 4u6 _ N PLANTER O" DC H EXISTING VEGETATION EASEUENT 1 OFFICE BUILDING\ 1 1 I h� WATER RESOI)RGIE N
.. 1� O 15 SPACES 1 / SCATTERED TREES AND BARE E L 20 1 \ + 1 1 \ PROTELTON BUFFER
h 11 5 1
900, -'1 4.00' 1 12.800 50. FT.
W f 20.00.
E- 4C,g ,
5 '
ol
C ` 11 PP
410 _ \ 1
PIP 1 /
1 1 % I 11 ' I 1 S 28'573dr E
PARKING - 80X (12,800) \ g 1 WOOD < iNE TO REL ,� 1 I I. I 29.0E
W 2C.00' 200 SF/SPACE \ \ \5.00; 1 • ' `. I I 1 11
1
a 5.00' 1 - 52 SPACES \ \�t-
4*TWO ADDITIONAL HANDICAP SPACES \ 1 .1 349.83BASEMENT - 398.0 \ \ ' I FlLTRAl10NHEST ARC1 FIRST FLOOR -412.0 1 \ SEE DET L ` I I, MO RE'S
UPPER 1 LOWER \ •1 I I I ' I 11 'v 0.}P ACRES
n , _ _ ENTRANCE I ENTRANCE `. \ 1 , 1 1 I l I ' I a To BE ADDED CREEK
W Q o 1 _ �!_ CONCRETE 16 SPACES '1 9.00' ` \ ... .r, .1 I I 0 TARP 77-9!
_ _ \ \ 1 I , 5 3939'35 E
F•. ry I ` RETAINING WALL - _ .. - \ - - - \ - T 1 50.84' I/
MEDIUM _ $ 2• HIGH \ W 51 I I I I
' I - SHADE_ _ 8 R _ N DC MEDIUM WITH RAILINGS \ j I
F. 412 ^1j I , TREES - - - - _ ` - SHADE
r`1.4 :;rip CE PHASE I �\
-20_SPACEs TREES 4 • yt �412 \ >, . TWO STORY \ c'. t t PS +351. 0 a
_ - - - - - - - - - 10r:r_ �. OFFICE BUILDING ` �7 I j r; I I I SEWE�i I '; 348.66 TB EXISTING
SANITARY
_ 18.80 - - - _ - $ 9 - - - - 1 9.600 50. FT. �t: 1f
414 �~ _ 1 _ o - o - t 6XE 13+31 \ b \ /7�' I �TEWLL I i I 1 S 40 18 21' E MANHOLE
+411 5 Y r - - - ' ,� 412. - - - _ - n "`' \ REDUCER PARKING BOX (9.600) \ a \ �(`G�O 10• 1 ` i 18.21'
_ - - _ v 2.5 4'4 200 5F/SPACE \ \ >• 349.40 TB
25' R/W PREVIOUSLY DEDICATED = - - \ \ '
TO PUBLIC USE / - ' - - ` 4j0 - 39 SPACES\ \ 1::: GRASS
+41 5 _ _ \ - _ _ - _ \S(_ •'3+27 FIRE LIE\ TWO HANDICAP SPACES \ \ 1 �$
PROVIDE
TOP,OF KANW/1�LL N Rb 1 1 , ,rP , 4e.011 1
416 / / / NB - _ _ F.Ha {'1y. 4 ocR ENTR. LOWER ENTR P V D NEW T P OF WDTOTM11 PROP10iE0 CO ' !' PROPERTY NORTH
!!! ® w 9.00 ti1.11.5'::.:::.:. NTO R t^ 348.10 TB MOORE'S CREEK 15
/ 15 5PACE5 STA 12+8 •}' - .1'.'. .+398 .- / ; �`t i t' 1 I 1 4+349.25 8 TARP RLOTT
,EXISTING PARKING LOT t 22.5 BEND �:, - - 413. .... ir: - " i 1, \ CITY OF CHARLOTTESVI
00• TO BE MODIFIED AS Q,�� gTA, 1}{�� ,,.. +L410.0 \ EXISTING PROPER4Y UN€ 1
\ i J� NFW OIRECTO tf" LOADINGS 1 - J.F. BARNETT
413 SEDWM �/ INDIGITED s� i�QE0.� 1' WATER METER SIGN I SPACE 412TW R�r j
R
r --
1 P$ & TR 13 p0.O NEW CC� 4 \ o 348.13 TB
O / ry \ Low w ifFf'TLD�R ,T-T'��
�APROPOSEA PROP LINE r \J49. BB 100 YEAR FEW
/ 1 _
N O 11R�Y
' DC n �� ♦ .1LPt �i Q/ i ..e _ _ .a'.C_ 1 SF \ , 1 O.\ , 1 \ \ \1 FLooD PLAIN
\ i / ` ;,;_.?J 1_ .. - IX. C;_6 NEW CG_2 \ . 1 1'. \ ` 355
APPROX. LOCATION \ fP j� g ACCESS i ...
I / i f1 0.EASEMENT
APPROX. - �/ J 41fg �10 � REMOVED I 1 \ \ \ \ \
LOF INE
PROPERTY / ) 1 ` tg + O�S6' qpc " :a. 7 S -
�,� �'::::\'. / _�NR/ 1 1 ;� I RELOCATE
/ ✓ MEDIUM Q0. o '. L ,l'`? \ 1 GUARDRAIL
J\I 1 `
I N20A I SHADE ' iQ,,e /:�� •- l 6 .:%%r:?::: r. \ I I I 1 }347.85 TB
? TREES' C^ ,S° I �. 1 �.. I \\, • Kw
1 \ \ 348.61 �B
/ REMOVE GUARDRAIL
4'
1. / ` \ IN'FRONT OF�:.1 ,M�,,�.�. �'ove
/ / Y `. a. .• I ' / / / :/ NEW WALK -/ m do � �lopment Dipsr6n n
/ c�0 STA. 11+49 y / .r \ `I / t
/ U.G. GAS 9(T BEND . F i \.
/ APPROX. LOCATION I 1, t STREET SHRUBS \ 1� ry]��� \
IN OAK MULCH PLANTER
EXISTING ENTRANCE \ \ I 1 \ \ \ EXISTING DIRECTORY SIGN
TO BE EXPANDED
IX. CURB / / 1 \ THE CONTRACTOR SHALL PROVIDE D
EXISTING ASTEC PARTNERSHIP BUILDING INLET PROTECT ON TO THE I Si$Tl&!t!T•6
�p IT T
TAX MAP 77(E)2, PARCEL 4 IXENDNOFINLET THE PARKIINGLLOYT R
Qo s O� ` 11 1 1 1 \' D.B. 1057 P. 324, 331 PLA:
PRIOR TO CONSTRUCTION
�pp�o��l� I I j1 \ BENCHMARK - FIRST FLOOR ELEVATION - 41e.51 400
GENERAL EROSION AND SEDIMENT CONTROL NOTES
I. tAdp. aRr.I.. Y,dwW. d ..pdatir. aM druch,al radon and ..61a.d control P•atra..
9 b. ca A-1.d and-taln.d -.11r q I. nuuoom dandad. and .p--filth- of -
/ BOIL KROMON AND BEDDa= CONTROL SYLEOLB t49wa E and S.d-t Controlhndb looh and
/ / 1 / and S.&i t Control RoguW nv. V°9I^10 R.gdobau VA 625-02-00 LoJon
� / ✓ TO AVON STREET EXTENDED 1 j \ ' C0 - CHECK DAM 2
PROPOSED ✓i D.I. WATER LINE y� 1 I � �_ �� ENTRANCE . N ..�.II er ,wl � land orr •� Mu b �
TO BE DEDICATED TO / I LIMITS BF C C AND GRADING CR5 CONSTRUCTION ROAD STABILIZATIONFind iuDC DUST CONTROLpec6on. � tr^l)' and on t..L prior to Nw
THE ACSA DO . DIVERSION DIKE]. Ap ro.Ion and ..dnwll control mn.ur on W b. *.dprbr b tfw fret d.p n
0Y _ DIVERSION
P - WEFT PROTECTION 4. A wpY d 8r appo d rarm and ..*.oM contra pion .bd a mohtaYnd on w W d
W MUCH dl b-
20' WATER UNE EASEMENT OP _ OUTLET PROTECTION 5. Pnor b camm-M 6rM d4lubinq octMW. ti ar.w ott- 6ron H6col.d an th.. pon
TO BE DEDICATED TO PS . PO Mµ� ��, (arclu6nq, bA nol Yrdf.d b, N-.A. barn. r . t. uw.), M. -v dw ,,,d .,W t
THE ACSA SC - STREAM CROSSING a n+ppirn.nt-Y ra.ion cmUd plan Ia It- o.rv. la r.w. and apprord b. t.b plan gpgo*y
EX. t' WATER METER SB - SEDIMENT akU4 -ft'*y
SF - SILT FENCE 6. TM cantrodw 6 re.pon.bl. Tor butdlobw at " ad&bord r e bd
ST - SEDIMENT TRAP la P-4 roron and-"-tci- a d.lrndn.d by V. pan tIw q ydtamy.
EXISTING S WATER LINE AND GATE VALVE 1 I I EX. Sr FIRE LINE TO - TOPSOIL 7. Ab dv.arb.q ar.w ar. It- drain to appo..d . &--d -a n.wvw d d brna y.ip lend
1 IS - TUFORARY SEEDING dntab.q wbAbu and dorvq ate dm*10P nt mbf kd .tGt4uabm 6 a&-d
8. D+h9 d..ot.rrp op.ratray, .dr .9l b. p-,p.d m. aW-.d Rlrkq deNc..
ALL SOILS ON THIS SITE ARE CLASSIFIED AS 9. TM cantrocta .haF n.p.ct dt I- contra m.aa.a p.1.6.11y and dttr ..a ru,oR-
STA 10+09 EX. ACSA EASEMENT �. EXISTING FIRE HYDRANT TO REMAIN ALL
(RABUN CLAY) ACCORDING TO THE -SOIL p°d'r'q r Nl . M. Any -anwy rWd a cl. , to mmtw bw .ff.ctirra d a.
lY v S INCREASER SURVEY OF ALBEMARLE COUNTY BY THE SOIL CONSERVATION SERVICE. r. ontpwwSTA 10+00 rid b, nwe..rvn.6alaN
la the mp.nrritobm d roron and ..6rn.rd omtrd mww.. orgy.
f DRAWING ROTATED ABOUT THIS POINT CLOCKWISE 57 21' IS- STAB ND 10+0 NEW 6' r 6' TAPPING SLEEVE AND VALVE
90�
THIGH
20' LIGHT P
250 WATT HPS
g
♦ MOUNTING LAMPS
_-
3' CONCRETE BASEI
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SCALE
1'-20'
DATE
SEPT. 13, 1993
REVISIONS
OCTOBER 6, 1993
OCTOBER 8, 1293
OCTOBER 29, 1993
NOVEMBER 10. 1993
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JOB NUMBER
93-077-00
DING. NAME
SrrEREV2.OWG
SHEET
4OF4
CUD-`j `j -:- TWO ADDMONAL HANDICAP SPACES
___
_ Z v BASEMENT - 398.0 \ \T
411.4 1 FIRST FLOOR - 412.0 :
UPPER LOWER -
i _ ENTRANCE I ENTRANCE :
16 SPACES '1 9.00'
RETAINING WALL _ _ \ — O'\
DC MEDIUMWHIG"UNGS t11.4 UPPER PHASE :.
SPACES ` ' - _ _ iREEs ffENTRANCE TWO STORY
4 : OFFICE BUILDING
STA_ 13+�f- 9,600 SO- FT. n
_co _ o
o- _ �
_ 60 3� REDUCER PARKING 80% (9,600) \ a
+ , 2.5 414 200 SF/SPACE
- - - 16 _ 470 - 39 SPACES :
4 6_ 3+27 FIRE U E ,,, TWO HANDICAP SPACES
o - - PROVIOE HANb RAIL \
°o R A 07 WM ,ON TOP ,OF WALL :9
W. L R ENTR. LOWER ENTR
- - 1
15 SPACES -
PARKING LOT ♦ _ _ 22.5 BEND - i .+. - +410.0 `-
\�T13+ LOAD
MODIFIED AS NEw DIRECTO i SPACE f~' •
IDICATED 1' WATER METER SIGN 412TW
♦ ��OQE. NEW CG-8 o W W ,
SF
ENEW CG-:
x. CG-6
ACCESS i - ;�_�X�`�/✓'Gi- ��Y,cRt r� TO 9E- REMOVED I
-_4 dab_4 I RE
G EASEI.IENT \
1��
SubmAwype ,
°y ` % ewed and Approved by the 4 `
o _- mum D velo ent Department a i CR
z _
r i Date:
File#:
/-.:_ ...
;HRUBS
JULCH PLANTER
Home Standby - 7kW - 12kW - 15kW
Air -Cooled Gas Engine Generator Sets
Continuous Standby Power Rating Model 04389 - 7kW 60Hz
Model 04456 -12kW 60Hz
INCLUDES: Model 04390 -15kW 60Hz
-Automatic Transfer
Switch With Built -In
Emergency Load Center
-Pre-wired External
Connection Box
-Flexible Fuel Line
-Composite Mounting Pad
-Pre-wired conduits
GLJ�dtlw ;
-Natural Gas or LP Gas Operation r
-GFCI duplex outlet & 12Vdc outlet
-UL 2200 Listed C us
LISTED
FEATURES
0 INNOVATIVE DESIGN & PROTOTYPE TESTING are key components of O SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE REGULATION.
GENERAC'S success in "IMPROVING POWER BY DESIGN" But it This state-of-the-art power maximizing regulation system is standard on
doesn't stop there. Total commitment to component testing, reliability all Generac models. It provides optimized FAST RESPONSE to changing
testing, environmental testing, destruction and life testing, plus testing load conditions and MAXIMUM MOTOR STARTING CAPABILITY by
to applicable CSA, NEMA, EGSA, and other standards, allows you to electronically torque -matching the surge loads to the engine.
choose GENERAC POWER SYSTEMS with the confidence that these
systems will provide superior performance. O SINGLE SOURCE SERVICE RESPONSE from Generac's dealer network
provides parts and service know-how for the entire unit, from the engine
O TEST CRITERIA: to the smallest electronic component. You are never on your own when
✓ PROTOTYPE TESTED you own a GENERAC POWER SYSTEM.
✓ SYSTEM TORSIONAL TESTED O GENERAC TRANSFER SWITCHES. Long life and reliability are
synonymous with GENERAC POWER SYSTEMS. One reason for this
✓ NEMA MG1-22 EVALUATION confidence is that the GENERAC product line includes its own transfer
✓ MOTOR STARTING ABILITY systems and controls for total system compatibility.
Reviewed
Community
Date.
•
File#: ,
Generac Power Systems, I