HomeMy WebLinkAboutSDP200000009 Plan - Approved Minor Amendment 2000-06-06V&V G�zloo
w COMPOST BLOWER J. TEMPORARY BENCHMARK = CORNER OF GRATE OF DRAINAGE TRENCH SHOWN HEREON AND AS SHOWN
ON A SITE PLAN OF PAUL B. KREBS & ASSOCIATES, DATED NOVEMBER., 198J ("DATUM UNKNOWN).
,DOWNSPOUTON 00 ELEVATION.- 396.8
MANHOLE THE LOCATIONS OF UNDERGIROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE FOLLOWING
*LIT
EXISTING TING TREEL SOURCES WERE' UTILIZED IN DRAFTING THE LOCATIONS OF UNDERGROUND UTJ IES: FIELD SURVEYS OF A4ARKEQ
LINES; TOPOGRAPHIC kAPS, AS —BUILT PLANS, AND SITE PLANS PROVIDED BY THE OWNER; AND UTILITY MAPS
PROVIDED BY UTILITY COMPANIES. NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED, THE
UTILITY PEOES 04020330 CONTRACTOR AGREES TO BF FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH A41GHT RE OCCASIONFO 10 —
0 WATER SPIGOT BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDCROROUNO UTILITIES. 0 20 40 60 80
)
VALVE" AM 5. CONTOURS SHOWN ARE APPROXIMATE GRADES IF COMPOST PILES WERE TO BE REMOVED. SCALE, 20
re
116 REVISIONS SEW
01 R,'IVANNA WATER SEINER AUTHORITY
NO, BY DATE REMMKS
KH
4 DES CHAR LOTTESVI LLE, VI RGI N IA
E A EnvIronmental Consultants, Inc. 0 DATE' 1999
R. ALLEN BOYTT COMPOSI� FACILITY
1130 Khdoirs Form Rood, Suite 2,00 No. 0402 033304 DWN JAL
Cary, North Carolina 27511 MOORES CREEK WWTP
(919) 460-6266 SHEET OF
EXISTING. SITE PLAN G
0
RAB
ONAL CKO CAD REF. NO.
1999 UPGRADES
UTILITY AND GRADING NOTES
1. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON
AVAILABLE INFORMATION, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE
COMMENCING WORK AND FOR ANY DAMAGES WHICH OCCUR BY THEIR FAILURE
TO LOCATE OR PRESERVE THESE UNDERGROUND UTILITIES, IF DURING
CONSTRUCTION OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER
UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, THE CONTRACTOR
SHALL NOTIFY THE OWNER IMMEDIATELY AND SHALL TAKE NECESSARY AND
PROPER STEPS TO PROTECT THE FACILITY AND ASSURE` CCINTINUANCE
OF SER'VI CE.
2. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND THE SITE
CONDITIONS OR ANY INCQNSI,STENCIES` OR Ali BIGUITIES' IN TIIE DRAWINGS
... SHALL BE REPORTED IMMEEDIA TEL Y TO THE OWNER, WHO SHALL PROMPTLY
Q
CORRECT SUCH INCONSISTENCIES OR AM8ICUITIE•,S. WORK DONE BY THE
CONTRACTOR WITHOUT DIR
ECTION AFTER THEIR DISCOVERY OF SUCH
DISCREPANCIES INCONSISTENCIES, OR AMBI GUI TIES, SHALL BE DONE AT
• «T,-,y.,r.,, n.w._..,.,..+in„_,.,,,.,•..,..-.- �•-y• ^..-+-r''•'."^^..,,,w...-...........r...------'--• `.,* _ THE CONTRA C TOR'S RISK.
.. •-r-•- -_�,�«�.�- .�---�- ,_ - .-�-- _�.�-- y- ---- Y`` ��.- ��--,380---_--w- 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRINGALL
LIGHTLY W�000���NECESSARY PERMITS BEFORE ANY CONSTRUCTION BEGINS.
., DOWNSPOUT AT EACH
CUE 4Mr--5_._.-- ------ ,,�,�4, ALL CONSTRUCTION SHALL CONFORM TO THE MOST CURRENT STANDARDS`
-- AND SPECIFICATIONS OF THE VIRG
INIA DEPARTMENT OF HEALTH VDH ,
INV 395.5 THE VIRGINIA DEPARTMENT OF TRANSPORTATION VOOT AND THE CO
-^----,° � � � F LINTY.
--.,-.••- ��' 'DEL .--...-~- ...__ ---��0-...,,.,.� ~---.._..`.---,--.. '��
~-4-- - 5, CONSTRUCTION LIMITS SHALL BE PROPERTY LINES CAR AS INDICATED BY
*..
w-- CURB AND GUTTER -~ NV OUT
PLAN REQUIREMENTS.
-~� �.,w ~• �„ ��, , 6, CONTRACTOR SHALL REMOVE EXIS71NG ASPHALT WI THIN NEW BUILDING AREA
288_ �"�"'INN ANa REPLACE WITH NEW ASPHALT AT .SPOT ELEVATIONS .SHOWN, CONTRACTOR
iVG GRASS
� SETTLI !N F 8 PVC CB `� ,�-�..`',~',.SHALL PLACE ASPHALT BETWEEN NEW CONCRETE WALLS AND CURB AND GUTTER,
50 LF 10`0 104 LF 100 TOp 396,55' Q � 12' GPI DI ® .5X 52 LF 6"0 32 LF 4"0 ���� �`� � 7, THE CONTRACTOR SHALL GRADE SITE TO FINAL CONTOURS AND FINAL SPOT
DI +f� 5 T K _ 396, 9' , 3 ;., ' DI .5 ' _ - , y ``� `''� ELEVATIONS AS EVIDENT ON THE DRAWINGS'.
N„ .r DI CURB GU; 7�ER 6,,
�--- ', B, SET ALL CLEANQUI' TOPS FLUSH WITH THE FINISHED GRADE,
.....::... ......
-
.....:. ....
x 'x x x 13.,� `
397.3 9, EXISTING CURB TO BE REMOVED AS NECESSARY TO ALLOW CONSTRUCTION,
+ 3 �,.�,.,, 397.7' � 397.7' 97, 7' 397, 7' RECYCLED B(�LI�ING AGENT 397.,2' 397. �' CLEANC�(1T � ��•
MIX STORAGE AREA `tALL CURB REMOVED MUST BE REPLACED,
x NEW BULKING °� STORAGE RELOCATE DIESEL , 10, CONTRACTOR MUST PROVIDE FOR TEMPORARY DRAINAGE FROM EXISTING
V. AGENT STORAGE 397,8' 16 -A. INV 394.1 FUEL TANK AND PUMP BOLLARDS -BOLLARDS �``� `�� �` ROOF AND EXIST, U/G TRENCH DRAIN DURING CONSTRUCTION.
(EXACT LOCATION TO BE , 11 NEW DIESEL FUEL TANK TO BE 245 GALLON STEEL FUEL STORAGE- TANK
BIOSOL S RECEIVING G� � 3 4 .. VERIFIED BY OWNER')
AND ORAGE AREA L ��� Q �`' - ` .,{ UL 142 SINGLE WALL RATING WITH A DIKE TO PROVIDE` 1 IO ,SECONDARY
FV EXISTING TRENCH DRAIN 398.3` x � 't CONTAINMENT: NEW FUEL PUMP TO BE 1 3 HP WITH EXPLOSION PROOF
x Q� CONCRETE MIXER x TOf' =� 396.75' x 397.3' REMOVE EXISTING ASPHAL ,397.E x �,
PAD. MIXER F�-07,,10N � �MOTOR AND A 25 FOOT FUEL HaSE AND NOZZLE'. PROVIDE TANK SADDLES
397.7' x J397,5 INV. = 391.8 x SURFACE WITHIN NEW DUILDING `�-�.,AND APPROPRIATE SUPPORTS AND TIE DOWNS AS RE•COMMENDE•D BY
BEGIN NEW PROVIDED BY ,pIR�REMOVE EXISTING 39618 AREA AND REPLACE WITH �` �.,, THE MANUFACTURER.
CURB OWNER 397, 7 TRENCH do FILL W NEW ASPHALT SURFACE,
x. 39 7. ,� � SEE' DETAIL. X
'� 397,2' STONE. INSTALL NEW 397.2
METAL BUILDING DRAIN LINE, 4 '` x , ` �COMPOSTING PROCESS FLOW DIAGRAM
AODITION SEE DETAIL 0 7, � .
FLOW DIRECTION 14
... 28 LF 12 0 DLO \0 o'A �' �GY� �ld�p � LEANOUT BIOSOLIDSr
L X1,� TINE' S 1 �. RM MAN1'�OLL
� a
roP = 399. 77' / %f 39 7,71 '� 397'. 7' , 39 7. 7 ' x 39 7. 6' 6"4 C p 4" CIP f
REGRADE S L 393.2C!. x I
6 x
�:; 3 9 F D d L 5 7 INV- !N r . R A _ . _rT : ._.._
TO PROVIDE � .-- BULKING AGENTS
POSITIVE DRA NA E
INV. IN N 391, 8' FROM SOUP ! _ . _ k
, ��s. 8, a +� 98. 4-SHREDOE�a PALLErs ----�--.�- MIXING
INV. OU I f 391, 7 /____
V � 9 4.3' � - WOOD GIPS
45 LF IN x x 397.9'
LOWER 44AIVHOLE TO ,B , F'L,USH 12" r 0i INV 394.18 0 ��IC��1t�-. ,�97.9 „ ,� 1 >t ,,
WITH NEW ASPHALT PAVEMENT' aF COLUMN GRADE �. 80 LF 12"0 76 LF 1 D 0 28 LF 8 0 55 LF 6 0 INV 395.7 (6 0 DI 0 q �. COLUMN
~` DI 0 .5X QI @ ,57 01 0 .5� QI 0 .5% 4�, t AERATED STATIC
„ 24 LF 12"0 PILE COMPOSfiNG
`�,, INV 12 393.8 DI 0 0, 7i� EXISTING CIP PIPE DOWNSPOUT AT EACH EXIST. DIESEL FUEL. TANK r�l 18 ,DAYS
0 EDGE OF TO HE REMOVED. COLUMN THIS SIDE AND PUMP TO SE RELOCATED
FOOTING (T)`PICAL OF 12)
O,
.` EXISTING ASPHALT TO BE k SEE DERAIL. µ
.�9s, 3SCREENING N
�. ' , rh 12
INV, r� 3"4, INV �; 1,� REMOVED AND REPLACED � REPLACE EXISTING
WITH NEW ASPHALT 3 5 BOLLARDS REMOVED
-,..,...., _ BOLLARDS 7-0 SURFACE TO PROVIDE
-ry EXISTING DURING CONSTRUCTION V EX
i y C
B REM0VE'D POSITIVE DRAINAGE COMPOSTING �TYP. OF 24) E I' INC, �t.�t-'i-I/4�..1 _�(.lR A( -. COMPOST STORAGE
. --.Yw_a•w,lw .,. ' .,, TIE TO ExIST,BUILDING
90 DA YS
POR7ADLE CONCRETE
rt ASPHALT PAD
1 ;rj"JERSEY" BARRIERS ,r
i.3���. � f395, 6 •� .'• ;.w .�,� � NEW COMPOST 1 �
39,9.2
,..-,.;w ..•(� Bd. O Wb_ R (TYP, •^ COMPOST ST USE
r r'•,• "• rl, 'r4 4ry,a y, � J V •'.., • ""i f � q' 11 ` \
L`hISPNC COMPOST
,,,.,,.,,_Nwei••.-,.1_,-_-•e.r,Y'_*•Y«a •.. w+MwV•.,^r,e,,,y......1„w.e+r.ra,-n 9
41
BLOWERS (TYP. OF 1 6)
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ti.7 J�3, vl
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4 FRAM 4 8"di ab ex. dial
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EXIST. 21F x Jgd. 6'
XI4TINO CONC, ,SAD 4 METAL
� ,. a CONTROL
BUILDING
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------
COMPOST BLOWER SILT FENCE ��W H Ott
DOWNSPOUT REMOVE. EXISTING ASPHALT AND �
REPLACE WITH NEW ASPHALT ®l �� 7
j MANHOLE' v R.N ` YET�E
NEW ASPHALT No, 0402 03.3304 0 29 40 60 8a
E'XIS' iINCr� TREELINE
SCALE, 1" = 20'
t .. ...... ..
HAS Q° w.,,...,..,,
-------
REVISIONS ��,� � s� wf
r � IR11/AN NA WATFR Qt �F\AIP"P AHTHnPiTY
N.,• DIM ►6 - �E BSL 'hCHAkLOTTESVILLE,VIRGINIA
r 1 8 R 1TTI ANTE ?COMPOST FAC I LITY
E & A Environmental Consultants, Inc.,
o
1130 Kikdcxire Form Raid Suite 200 R, ALLEN DO�TTE
JAL
Cary, North Carolina 2 7 b 11 No, 0402 0� Di�N
MOORES CREEK- WWTP
19 460-- 6266 S LAN OCESS LOW
' RAB ,�,�1 999 GKD �R� UPQRADE5
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IN 390.
10" DI INV.--,,IN 390,
U AND GUTTER INV, our - .O
OETAI L
97.9
7
� 3 4
396 1' �,- ram•
TEM RY
SILT E E 398.3
6\11;�
N ASPHALT PAD,
SEE 0ETAIt« 4
END3 4 /
CURB ,
SEE SHEET G-3A FOR
MODIFICATIONS IN THIS AREA.
EXTEND PIPE ABOVE GROUND TO
PROPERTY LINE, APPROX, 4501
SEE SECTION FOR OUTLET
RECYCLED
BULKING AGENTS
DATE
SHEET 3 O F ...._., ,~_.. 5
CAD RC.F, NO, _- C 3
. . . . . . . . . . . . .
Environmental Sclontists, Engineers and ft-nnors
11832 Rock Longing Drive
Newport News, Virginlo 23606
PARTIAL SITE PLAN
SCALE: 1" = 10'-0"
VVILLIAM S. WCO';A-4
Cert. No. 5
W 9116
maonrw -0, M
core: No.
01 1
.. A LAI i &-%I r- fi A
REVISIONS
. J.D"
i�
CKD
9"
Housing.
Seamless,
die cast aluminum.
Finish color; bronze.
Ell 611 (406 mm)
Ignitor
(Where required)
Wiring
Chamber
Adjustable Fitter.----' Sc
Die cast aluminum
knuckle is sized for 2" pipe
(2-3/8" [60 mm] 0. D.).
Finish color, bronze.
TYPICAL TYPE 1 LIGHT
SCALE,* NONE
Reflector.
Hydroformed
aluminum with
brightened and
anodized finish.
6.5" (1B5 mm)
Lam p
(Included)
Larnpholder
Lens Frame.
Die cast aluminum
door frame secures
lens; sealed with
silicone gasket.
Finish color, black.
FIXTURE
FIXTURE SHOWN IS A RUUD MODEL R3632.
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP
WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL
BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE
LUMINAIRE WITH FULL CUTOFF OPTICS.
JA 3A %0&.Wr F0.
SCALE,, NONE
10'-0" BEYOND
Olk TOE OF SLOPE
-it—off - k f I
�,�S-ECTION
SCALE: 1/2 of = 1 #�Off
TING
4ENTS
IC (TYP.)
I I I I %e 1 1% 1 11 &_ %J %a
2 x doo a 20"
RIVANNA WATER &SEWER AU7HORI'TY
CHAf2LOTfESVILLE, VIRGINIA
MOORES CREEK WWTP
1999 UPGRADES
v N1
x d 20"
SECTION �,'�,
NOTES:
ls PROPOUD CHANGES FOIE SITE PLAN AMENDMENT !NCLVPE
AD INO APPAQXIMAMY 20s000 SQUARS F'. ZrT 0 LV
L0$ 9, F QQM Q$T FACI
CN8 ED SPAGE AND 1,066 SQUARE YARD OF PAVINGI
2, TAX MAP AND PARCEL NUMBERS OF PARCELS ADJACENT TO THE
SITE ARE 78-30, 75-216, 77-388, 77-40A, '78-22 AND
INTERSTATE 64.
3. PROPOSED MODIFICATIONS ARE AN AMENDMENT OF SDP 94-040
AWT PLANT MINOR AMENDMENT,
4. THIS PLAN IS SUBJECT TO THE CONDITIONS SET FORTH IN SPECIAL
PERMITS SP-77-73 AND SP-77-77,
PARTIAL SITE PLAN &SECTIONS
SCALE.* AS SHOWN
COMIGHT @ 2000
MALCOLM P(RWE, INC.
DATE MAY 2I----.-- - -
G SHEET _!k OF. - 5- - -
CAD REF. NO. 357QG003A
SLOPE DRAIN END
SEE DETAIL
3' LONG 2x4 PRESSURE TREATED
ASPHALT SURFACE
"=`""",, ^''"r-n
Al
ASPHALT SURFACE 2" CDUR3E'~' ��'' ''�'� (/nnT �>�-7A\
�.__. _.
VDOT BM-2
PAVING SECTION
NTS
EXISTING
1O^o
|NV. E
DISCHARGE
AUGER 121)0 F
PUSHWALL NOTCHED
FOR MIX CONVEYOUR
SEE STRUCTURAL '.SHEET
FOR DETAIL
INV. EL
VDOT 21B
. . . .. ... - ---.�
N[}. R-1982-F
`'^`"'r-\' r- r-~^'^- ^`'"
nu �uvcn
R-l77@ OR EQUAL
1 0'--U' MAX. CENTERS
'n r,^''°r-
10 GAUGE
LINE YV|REE
LTER FABRIC To BE
JR|ED UNDER EXIST,
�4OE OR AS REQUIRED
� THE ENGINEER.
1) WOOD POSTS TO BE BURIED A M|N|WUk4 OF 3'-O^
STEEL POSTS TO BE BURIED A MINIMUM OF 21-n"
2) INSTALL SILT FENCE WHERE SHOWN ON DRAWINGS
AND MAINTAIN UNTIL COMPLETION OF GRADING.
SILT FENCE
n .
� x � x /4 �.umUnc/L
EQUIPMENT PAD. SEE
STRUCTURAL OWGS
FOR DETA |L
> OR
- POST
8 1) TO O^
PVC RIEOUCER
G"0 PVC
6'0 C.I. 1-0 pL4ST(C
FE'RNC(Q COUPLING VY/
SST BAND CLAMPS
PVC SIL\P FITTING -
SIZED BASE.[) ON
BLOWER OUTLET
SIZEWITH
SET SCREW AND
CAULK)
P,�A H op P/ MIXER PAD TO BE—/ COMPOST BLOWER SECTION
INSTA�LLEF) BY
CONTRACTOR MANHOLE #1 DETAIL 5
W. 0402 0&,�304 MIXER SECTION
REVISIONS
0 R'IVANNA WATER SEWER AUTHORITY
No, Eff DATE REMARKS
DES
1 GJJ 4 28 00 PERM17NG CHANGES 5- VIRGINIA
BSL CHAR LOTTFSVI LLE,
1130 Kildaire Form Road, Suite 200 JAL
Cary, North Carolina 27511 No. 0402 033304 DWN MOORES CREEK WWTP
0
C01APOST FACILITY
(919) 460--6266 D ETAI LS I SHEET -A--- OF_,9,
CKD 1999 UPGRADES
CAD REF. NO,
NAt
Ow
Lo
LjH OiL
Lo
0
ALLEN B
No. 0402 033304
ONAL '01
DI EXPANDED PLAN VIEW
SECTION � o
SCALE 3/4)I 1'-0" 5 5
1�)
) GQNCAVE
RY COMPANY
DOWNSPC
ADAPTER
4" x4" DI
1 /8 BEN
OFFSET
DI TEE
SEE PLAI
SIZE AN[
INVERT E
SELECT -
BACKFILL
DOWNSPOUT DETAIL � �
SCALE 3/4" = it -oil 13
NEW BUILDING—\
FOOTING
DOWNSPOUT
ADAPTER
4%4" DI
1/8 BEND OFFSET
I I `IIII p A
ASPHALT
Id. .4 q
,
STONE
4AA
ON 4:- EXISTING BUILDING
RUM•
A 4 QFOOTING
4:4
.'4
4 4
COMPACTED FILL
4 A'- q
4
-----Dl TEE SEE
PLAN FOR SIZE
.q. 4
& INVERT ELEV,
4.
4
.4
4
I -jr
4 a.
A'
A 4
1 14 4
:4
4 4
Aq -4 1 4'
q - \ f . 4-9
SELECT BACKFILL
DOWNSPOUT DETAIL 12
SCALE 3/4 1 1-0)* — 3 1 5
—1-6 ASPHALT
8 STONE
4 x4%4` TEE 4 11 0 1 /8 BEND
4�O DI
-4"0 1/8 BEND
DI INV SEE SHEET G3
CLEAN -OUT DETAIL 1.3
NTS 3 F-5
IIPE BEDDING
TO DI #1
twl L- IN i -; I 111 47
PIPE PER MANUFACTURERS
INSTALLATION INSTRUCTIONS.
TRENCH DRAIN MODIFICATION DETAIL 1.4
NTS 3 15
TOP OF GRATE
ELEV, CB 1
- 397.8)
ELEV. CB 2
- 397.31
ELEV, C6 3
- 397,31
ACODRAIN
CATCH BASIN
600 SERIES
W/CAST IRON
GRATE
--TOP OF CURVE
m A
4
A4
4'
Co PVC PIPE
U-)
6 0 PVC P I p E
-V .4
EDGE OF PAVEMENT
Lq
4. 4
4 4 d4- 4
.44 CQNCRETE, WALL
41 4 41q I
CATCH BASIN EXPANDED- PLAN- VIEW
2)
$tp%,LTH o;119, RNSIONS
p
R I! VA N N A WATER' & SEWER AUTHORITY
If, NO. w DATE REMARKS
....... BSL
Nt DES
CHAR LOTT'ESVI LLE, VI RG I N IA
0
E A Environmental consultants, Inc. DATE SEPTEMBER 1999
VO COMPOST FAC I LITY
1130 Kildoire Form Road, Suite 200 R. ALLEN BO ETTE JAL
Cory, Nafth CQrolina 27511 No,, 0402 03=4 UWN MOORES CREEK WWTP
(919) 40-6260- D T111.1� I L S I I SHEET OF-5
RAE3
0
0 (,4,* CKD 1999 UPGRADES CAI) REF. NO.
%"Nwllwlv I I Ilpq- M- Rol
. .... ............
J6*
G H I J L
I-011 It 28 1,019 24 11F0101 2� '_0 28 1,011 24 'Mo ki
24 24
IT t'
BRAC�D DAY BRAG�D BAY
INT�-:RMEDIATE FIRAMt COM51 F2 REINFORCING W1 WALL
(TYP.) (12-ReQUIRED) FOOTIG REINFORCING. INCREASE F2
THICKqE$S TO l-6'
75'-0 q'_6" 2 1-0: 24 1_2"
CONSTRUCT PEDESTAL ON DIN WALL
FOOTING. SEE SECTION 51S3 FOR
611*� PEDESTAL REINFORCING AND OtTAILS .5 1 4
(TYP.)
54 r4
_j F;p ......
I _ I fE a
r
_ 11
l l0
�E 1
fl
IE Il l(�.
LI
jjq
E5 4EJI f
14) r { {- FOR
64 M GAP IN WALL AT P�0�!STAL FOR E I f f
f{ ff
ko 54
� _/A* 41N - COLUMNEE, SEE SIECTION 2/6,4
E E5� I I CONCRETE BIN ERECTION Or
FOR INFIL� W1 CONCRET� COILUMN ENCASEMENTI E
�,� I E WALL (TYP.) AFTER bUILDING ERECTION (T'YP. AT COLUMNS
I E E0
�I . i ", AT BIN WALL)1E {!
fE
EE
C�NTER WALL ON Lo! E EE I I
0 ir &ENT�R WALL ON
z EIBUILDING COLUMN E f&.. . IE
f E
BUILDING CO�UMNEI E! iE
E EE
Z)E II El II I
5�t5 5HEET 54 FOR TIEE � { �
.l
{!IEMIX�RIE
,� I
PAD. COQRDINATf� EXACT 51ZE
EE(21 DIA. Tl� RODS, AND LOCATION W/ UNIT FURNISHtDE EXISTING TRENCH DRAIN, ASPHALT PAVING, SEE CIVIL{ f E I
Stt SECTION 2/5� ROD SP�IC� DETAILE
FOR ENCASEM�NT IE SEE SHEET 03 DRAWING$ FOR EXTENT
NOTCH III WALL FOR MIXER AUGERS. E E E � E E E
(TYP, EACH FRAM��l l E l
COORDINATt SIZ� AND LOCATIONll
W1 UNIT iFURNISHF.D. I � E I E l E E E0E E EE
�E
E I I �� .
EE � l � �� � � � EI � II IE.w
lI �
If If
CONCRETE
�. I
EEw El Iti+ l I I
GRADE SEAM "' �"-� l.M I
,i- ( f ." � �2
II
CONCRtTE PEDESTAL 9 3 If
� EfM Ei
<\
II I. f
lf w..
EE I � EI � EE EE��
EE EI
I _
II � II � I
17
El El
... .. ..... .. ........ V.
T
............
r
T, A
. } I i. - I _>
I... . .... ........ J L . . . ...... A . ..... ......
.... .... .... ...... . ... .. . ... ..... . .. .... .... ........ . ....
-0" X 3'-0" X 3'-0" CONCRETE 5LQftR PAD
(VERIFY SIZE). REINFORCE W/ (3144 X 2
EXISTING COLUMN AND PEDESTAL NEW PEDESTAL
-BRACING AND PROVIDE REMOVE EXISTING ROD) X e.ACH WAY TOP AND 50TTOM. PLACE OV�R
(TYN
NEW 1/2 DIA, A36 ROC) ADJU$TAbL� 5RACING, 11-0" THICK SAYER OP COMPACTV NO, 67 EXISTING PEDESTAL
BEE PLAN NOTE NO, 50 TYPICAL. AT FOUR CORNERS CRU$HffD STONE. SEE SHEET O� FOR
OF EXISTING BUILDING. EXISTING COLUMN FOOTING (TYP.) (,THUS((,THUS(0CATIONS
... ........... ..... ............... . ...... .................................................. ............. .. ..................... ........ ....... . .... .. . ........ ........ ........ ... .......... . .... . ......... . .. . ........... .. ... ..... ..... . ...... . . .............. ... A .. .. . . ........ ...... . ............... ..... ....... ..... .............. .. .... . ....... ............ ........ . ................... .... . .. ..... ... .. . .......... ......... ........... ............ .. . . .... . ....... . .. . ... ....... ... . . . ... ...... .. ... . . . . . ...... ... . ... ......... .. .......... . .. . ... ........... ..... ........ ......... ..... ....... ..................... . . ........ . ......................... ....... ..... ... .............................. ... ........ ..............
.. ............. . . ... ......... . ......................... .. ............... .. .............................. ......... . . . ...... ........ ............... ................. . ....... . ....................... . ... . .... ........ . ........ ..... ........ ................ . . ... .. .... . . ... ...................... . . ... .....
GENERAL NOTES FOUNDATION NOTES
FOUNDATION PLAN PLAN NORTH 1, STRUCTURAL DESIGN STANDARDS-. 1, ALL FOOTINGS ARE DESIGNED TO REST ON SOIL HAVING A MINIMUM
lIX1 1-0 it BUILDING COD[ REQUIREMENTS FOR REINFORCED CONCRETE ACI 318-95 SAFE BEARING CAPACITY OF 2000 PSF PER THE GEOTECHNICAL
AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS-1989 REPORT BY SCHNABEL ENGINEERING DATED JULY 9, 1999, ELEVATIONS
AISI SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTUIRAL SHOWN ARE FOR BIDDING PURPOSES ONLY, -IF SOIL OF THE DESIGNED
1. SEE GENERAL DRAWINGS FOR PAVING?, ELEVATIONS, DROP INLETS, MEMBERS CAPACITY IS NOT ENCOUNTERED AT THE ELEVATIONS SHOWN, THE
UNDERGROUND PIPING, AND OTHER NOINSTRUCTURAL COMPONENTS. VIRGINIA UNIFORM STATEWIDE BUILDING CODE (BOCA 1996) FOOTING SIZE AND REINFORCEMENT SHALL BE ADJUSTED OR THE
2. SEE $-ECTION5 FOR TOP OF PED$TAL AND TOP OF FOOTING ELEVATIONS. UNSUITABLE SOIL SHALL BE ROMOVED AND REPLACED) AS DIRECTED
2, DESIGN LOAD DATA ARE AS FOLLOW, BY THE ENGINEER, OBTAIN INSPECTION AND APPROVAL [IF FINAL
3, NEW FRAMES SHALL ALIGN WITH EXIS$TINO FRAMES, VERIFY EXISTING FOOTING EXCAVATIONS BY THE OWNER'S REGISTERED GEOTECHNICAL
FRAME SPACING BY FIELD MEA5UREMZNT PRIOR TO METAL BUILDING ROOF LIVE LOAD, 111111141111 fill fill 11111 111 gill fill 1111111 30 P'SF PROFESSIONAL ENGINEER BEFORE PLACING FOUNDATION CONGRETEI
SUBMITTAL, BASIC GROUND SNOW LOAD.... 40 P'SF 21 UNLESS OTHERWISE INDICATED, WALL FOOTINGS SHALL BE CENTERED
4. SEE SHEET $5 FOR ROOF PLAN ANQa END ELEVATION. BASIC WIND SPEED.,,,,,, 1111 till I Ill ititi III III$ lilt till tit 70 MIPH ON WALLSj COLUMN FOOTINGS SHALL BE CENTERED ON PEDESTALS,
IMPORTANCE FACTOR,,,,,, 1,,, III I lilt lit I I I I I i I I I I 11 A 1, 1 1 1 1 1 1, 1$ 110
5, FIELD MEASURE EXISTING 5AY SPACING AND CONNECTION HOLE EXPOSURE CLASSIFICATION. ,, I I, 1, 1 1 1 1 11111111l 11111411 lilt 111111 Cr 3. FOOTINGS SHALL BE STEPPED AS REQUIRED TO ALLOW UNDERGROUND
LOCATIONS BEFORE FABRICATING NEW X-BRACING FOR EXISTING PIPE TO GO OVER FOOTING,
PEAK VELOCITY -RELATED ACCELERATION Avi I I I I I I I I, I I I i 1 46 1 k I, I I Of 05
BUILDING, DETAIL FOR ADJUSTMENT SHALL DEVELOP ALLOWABLE PEAK ACCELERATION AQ ...... 111111111 lilt& III 11111iii kill Lit I 1 0,05 4, STEPS IN WALL FOOTINGS SHALL HAVE A MIN, SPACING OF DOUBLE
LOAD OF ROD. PROVIDE ZINC RICH PAINT SHOP PRIMER. DO NOT HAZARD EXPOSURE GROUP, , 1111kilitilillik I I I I I I I I I I I t THE CHANGE IN ELEVATION,
R,MOVE MORE THAN ONE ,SAT OF EXESTING 5RACE-5 AT A TlMt�. 4 Do
PERFORMANCE CATEGORY, I I I I I t ill I I 11111111sil I lit 61 1 1 11
INSTALL AND TIQHTf-N N�RODS 5ffORE END OF WORK DAY. SOIL PROFILE TYPE,,, ,, lilt till kill Ill I I all till fill k lit If I I„ st 5, ALL WALLS BELOW GRADE SHALL BE BACKFILLED ON BOTH SIDES
e, C�NTE�R PED�$TAL5 AND FOOTINGS O)N CENTER OF COLUMN 31 TEMPORARY BRACING, GUY WIRES, SHORING, ETC,, SHALL BE USED AS NECESSARY SIMULTANEOUSLY,
AN�HQ,R 5OLT GROUP, TO RESIST ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED DURING 6, PROTECT ALL FOOTINGS FROM PHYSICAL DAMAGE OR REDUCED
CONSTRUCTION, INCLUDING EQUIPMENT AND ITS OPERATION. STRENGTH CAUSED BY FROST HEAVE DR FREEZING ACTIONS,
4, DETAILS AND NOTES SHOW TYPICAL CONDITIONS AND ARE TO APPLY WHERE 7, ALL CONCRETE SHALL BE AIR ENTRAINED, SEE SPECIFICATIONS,
SIMILAR CONDITIONS OCCUR, SEE SPECIFICATIONS FOR MAXIMUM WATERi CEMENT RATIOS,
SPEC I F I FD 8-DAY COMPRESSIVE STRENGTHS ARE S FBLLOWSt
CQL. JVN FC OTIN1
MARK
SIZE
DEPTH
REINFORCING
4 1,01i x 4 I-0it
11-011
(4)-#5 X 6" �A. WAY, TOP 50TTQM_
F2
It 11
7- 0 X 7'- 0
1 1-211
1 11 �A. WAY
5 x 6 _0
41,011 X 71,0"
if 6`
Coll &
(4)-#5 X 6' (7) - # 5 x
5, SEE TIE ROD SPLICE DETAIL SHEET S4 FOR WELD INSPECTIONS PROVIDED BY
THE CONTRACTOR, FOOTINGS AND GRADE BEAMS... 111111111111totill 30D0 PSI
WALLS AND PEDESTALS... 4000 PSI
8, THE FOUNDATION DESIGN AND DETAILS 'SHOWN ARE BASED ON
ASSUMED METAL BUILDING REACTIONS AND ANCHOR BOLT LAYOUTS,
AND ARE FOR BIDDING PURPOSES ONLY, REINFORCING SHOP TJ'
n �1 T N fj.� N T RF HR TTIED AND nHN ATInN WnRV
i - 11. . � o4 . I - I " . 0
VERIFY, CQQRE)INAT� W/ XI!3�TING r-OOTING THICKNE-55. 5ffV! SHALL NOT PROCEDED PRIOR TO SUBMITTAL AND REVIEW OF
5tCTION 1/53. METAL BUILDING REACTIONS AND ANCHOR BOLT LAYOUTS,
J. BRYAN W181BERLEY P-
ads q/21/qq
h1A tj __Z114
jj��Jjp COPYRIGHT @ 1999
I REVISIONS S'�
virilg� N 0 By DATE REMARKS RIVANNA WATFR SEWER AUTHORITY MALCOLM PIRNIE, INC,
CHARLOTTESVILLE, VC RG I N IA
W" NMI m.ww nw, i WOW DESo DATE SEPTEMBER 1999
OW, _9 TNG STAUCTLFLAL e"*Eft
i10 3 ml 11TWX-T Kell, I BRYAN W10MY DWN �vIOORES CREEK WWTP
E
OiAWOTIUY" VA CERTIFICATNO.
137�Z COMPOST FA CILITY FOUNDATION fLAN SHEET
�_4F
,
q CKD 4Y1999 UPGRADES CAD REF. NO.
METAL BUILDING COLUMN
SEA SECTION 4/65 FOR Tlt ROD ANCHORAGE
It
2' 0" X 2-8" Pf;,DESTAL, St!t 5ECTION 4/65
EXISTING COLUMN 1 2 1-611 op
ASPHALT PAVING AND BASt COUR$t,t S�t TIE RODS, WIRE BRUSH, , PAINT
EXISTING CONCR�Te PADSTAL GENERAL DRAWINGS 4" 1 1-1011 44 AND COAT W1 GRtASff
TIP- RODS AND 5INCASEME!NT, 5-EE SECTION 2153
EXISTINQ ASPHALT PAVING (2)-#4 CONTINUOUS
(LAP 1 1,81 . AT SPLICE!5)
397.47' (VERIFY)
--------------------------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1--
- - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- (MATCH tXISTING) -----------------------
----------- CONCRETE� fNCA5ff-Mf%T. ------- ---- ------- ---------------------------
------ ------- -------------- I ------
--------------------------
-------------
----------------- ---------------------------
---------------------------
M-0 STIRRUPS
#3012 Q/c
:z
tXI$TIN5 PCD��$TAL >
#5 STIRRUP5016' o/c `_" Q
4-
4-
GRADE B�AM .0
iu z IFIV
t--4
�XISTING CONCR�T� FOOTING - ------
X Z
VERIFY SIZE AND ELEVATION . . . . . .
4
4
4 4 CLR,
u f- -4 4
4 <
f— 0 4 a4
4
.4 4�
----(6)46 CONTINUOUS
W45 D0WffL5 M-0 CONTINUOUS
u-
4 . . .....
2 4
4
U
-'4
MATCH EXITING BOTTOM OF
FOOTING ELEVATION
150LATE GRADE BEAM AND FOOTING
SECTION S ff C T 10
5 ff C T I Q N
U I It
3/4011..o
1. Ir;- FIN15HED GRADE IS ABOVE TOP Or- OF PEDESTAL AT ANY LOCATIQN,
REMOVE SHOP COAT ON STEEL BELOW GRADE BY POWER TOOL. GL.EANING
AND COAT W/ COAL TAR MASTIC (SSPC PAINT 33)
PROVIDE 311 MINIMUM CONCRETE
COVER OVER STEEL, PROVIDE
TEMPORARY FORM5
A
N
co
u-
PL 1 X 4 X 0'-4', WIRE 5RU5H
PLATE, NUT, AND rN0 OF
ROD AND PAINT W/ COAL
TAR MASTIC J55PC PAINT
4
4
SECTION
5 ti I /4 ml -V10
Him
mno
rrrr14% 011
4
52)
1. SEE 5tCTION 2/54 FOR INCR�A5ED PEDESTAL
DIMENSION AT CQNCRETE ENCASED COLUMNS
AT BIN WALLS.
wly, uww ff---w I vgkw
Tm ST R. W, TLFAL EiQw;fml
tiG 3W $1'FUT-
0iAAWTTWV%4
4 VA
ORYM wiamw
ORTIFICATE NO.
13732
NO. I RY I DATE
SEE SECTION 1/$3 FOR TOP
OF PEDE5TAL ELEVATION
COLUMN ANCHOR DOLTS;
51Zj NUMBER, AND LAYOUT
BY METAL BUILDING MPG.
PRQVID� HEADED ANCHOR
BOLTS EMBEDED 2'-0" UNL�56
5PtCIf2lED OTHeRWISt BY
METAL 5U14ING Mr-0.
( 45, TIES 0 5 11 0/0,
REMAINDER 0 S' o/c
CLEAN, PAINT, AND QR�ASE
PORTION OF TIE RODS IN PlPt
SLEEVE (5[-E 5ECTIQN 2/53)
21ry011 x 21'-8" CONCRETE
PEDESTAL
1 1/2 it I.D. PIPS 5L�EVE
AT EA. ROD
(6)-#6 DOWELS
4
REVISIONS REMARKS
DES
DWN
CKD
017C
PLACE PAD IN ONE CONTINUOUS POUR,
CONSTRUCTION JOINTS NOT PERMITTED
CHAMFER CORMER$ #60611 o/c (TYP, FOUR SIDES)
#506' o/c
ASPHALT $URFACI: #806' o/c
Q
's3t` CLR.
04
SC-CTION
3/8 It x 1 L - 0 lk
#506" o/c
#806" Q/0
5
33
1. PROVIDE MOIST CURS W1 ABSORPTIVE COVER AND
POLYETHYLENE. AFTER APPLYING MOIST CURE MATERIALS
CQVtR ALL SURFACES ABOVE GRADS W/ INSULATING
BLANKETS FOR 48 HOURS UNLESS A LONGER PERIOD
16 REQUIRED DY COLD WEATHER CONDITIONS.
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
MC)ORES CREEK WWTP
1999 UPGRADES
.-I -GUYING
ROD$ AND �!NCAS��M�NT,
t SECTION 2/53
4Dt BEAM, 5�t SCTIQN$ 1/53
2/53 P;Q:R SIZE' AND RtINFORCINQ
#5 DOW�LS
P OF FOOTING ELEVATION ffQUAL5
TTQM OF GRADE BEAM, COORDINATE
SECTION 1/53-
COMPOST FACILITY
FOUNDATION SECTIf.1N S AND DETAILS
T
4,61w, 'Ile
Ar
J. BRYAN MBBERLEY
No., 13732
ONAL S
COPYRIGHT @ 1999
MAX01-M PIRNIIE, INC,
DATE SEPTEMBER 1999
� MEET S3 OF —
CAD REF. NO.
0----
A c D E F G H I i K
I -Oki
1-011
GUTTtR
NOMINA�. TRAN5LUC�NT MATCH EXISTING ROOF OVERHANG
GLAZING PANL$ (52 REQUIRED) (TYPICAL EACH END)
CONTINUOUS RIDGE V�NTILAT,OR
o
�
�
�
�
�
�J
�
�
�
�
�
�
_
L
`._1
lJ
LJ
LJ
LJ
L_1
LJ
I_J
LJ
LJ
LJ
LJ
GUTTER
z
ROOF PLAN
PLAN NORTH
1/16 0 40
1, LAYOUT OF TRANSLUC�NT GLAZING PAN�LS 15 SCHEMATIC AND SHOW$
APPROXIMATE DIMENSIONAL REQUIR�MENTS, COORDINATE W/ ACTUAL METAL
BUILDING FURNISHED AND SUDMIT PROP0520 LAYOUT FOR APIPROVAL,
n^k /-'Ili klf-\k IfK1 A I c, I in nTKIn kAlT)-rfj no lklt=nTt%A -7n' nu KInNATKI A I al III r)TKI(-*, \A1 T r)"r LJ
EAST ELEVATION-
1. SEE FOUNDATION PLAN SHEET 52 FOR NOMINAL BUILDING IL�NGTH AND
BAY SPACING,
DU" NUYJ W -ff
S,TFWTLN4AL ENGNEERS
V 3W STF"T KF.
CKAMOr=V" VA
vp.
C-) 4 aRym wiffiffuy
CERTIFICATE NO.
REVISIONS
I NO. I W I DATE I REMARKS I
Sc
DES
DWN
CKD
RI`✓,gl`1NA WATER & SEWER AUTHORITY
CHARL011 E:S'JI VIRGINIA
MUORES CREEK WWl P
1999 UPGRADES
PROVID� NtW GUTTtR AND DOWNSPOUTS, SLOP
GUTTER AS N2Ct!5SARY. ATTACH DOWN5,POUTES
TO METAL. BUILDING COLUMNS. SEE CIVIL DRAWINGS
"r^ nn A Tki e-%.#0nwt"=k1
r—vr% VVYYI\4%17rvu I
CUT �ND!3 OF R(
FOR IN$TALLATI
ATTACHMENTS,f
METAL bUIL DING
EXISTING RQQI=
SECTION
3/4 11141 1�0 It
(VERIFY)
ELUMN
G COLUMN
COMPOST BUILDING
ROOF PLAN, BUILDING ELEVATION, AND SECTIONS
� llps�
J. BRYAN VABBERLEY
No. 13732
0 (A) '
911241 lcfq
N A I.vt tlo
COPYRIGHT Oc 1999
MALCOLM PIRNIE, INC,
WE - SEPTEMBER 1999
r) r-
SHEET OF -
CAD REF. NO, 51 5-
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