HomeMy WebLinkAboutSDP200300041 Plan - Approved Minor Amendment 2003-07-17TAX MAP 60 PARCEL 24D a
UNIVERSITY OF VIRGINIA REAL ESTATE TRUST TAX MAO 60 PARCEL 24E
--\ S
MADISON HALL
J
P.O. BOX 9012 `}n S
1Y
CHARLOTTESVILLE, VIRGINIA 22906 02
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ZONED R —A ; S ; 52
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D.B. 913 P. 267 °� 34� 6 \
PLAT 1058 P. 124
TAX MAP 60 PARCEL 24D
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E SEMEN
REVISIONS
JUNE 20, 2003
BEGIN CONSTRUCT10
STATION 8+50
lit
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a� �h�-- �CENTER ON HE ti� ` ,,CENTERED T �
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O AS BUILT WATERLI E• � r'
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TAX MAP 60 PARCEL 57F t`� t P 49 4 \V 0 ' V `J
COMMONWEALTH OF VIRGINIA STATE us 't ti�Q`' i O� �, ►�• t ,k - ;-,. .. a F�F
HIGHWAY DEPT. C ' •� . '"� Q
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P.O. BOX 2013 ,n sty, y Q`` L .� µ. ,.> ,� 3
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ZONED R � O
. / D.B. 368 P. 3310
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_ •.,,, )t/ � � TAX MAP 60 PARCEL 56
Or�> RECTOR & VISITERS OF THE UNIVERSITY
OF VIRGINIA
Al
iflh o C/O OFFICE OF SPACE & REAL ESTATE
F SD5". fJf SGOR �^+n� . `y w .,�_ ¢� .� , «� rn + " F MANAGEMENT
�� 575 ALDERMAN ROAD
E IRON CHARLOTTESVILLE, VIRGINIA 22903
L22; E r s 4 UC rn N.
2� p I Q �� / 3 D at
RLINE NLY� _ ,�9y '" ZONED R-1
"OTC' NSF I �bA Ns ti° OR IRIGAT1>1,r x D.B. 368 P. 331
/\PFP O111jER
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TAX MAP 60 PARCEL 57E -h cn t
o t u^ ,�t ":$ 4 h,. LINK FENCE
COMMONWEALTH OF VIRGINIA STAT s� , 5 �h �.,
HIGHWAY DEPT.
f 4 �,� \ ? 4 a hiy r z 4�`y ;, @, 4k 'Jf
, P �_ - . � 3 °.. ;) _ LEPHp r ^ ` ST. ANNES—BELFIELD
P.O.X E
20 3 � �- _
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CHARLOTTESVILLE, VIRGINIA 22902 1 hA' r f 56. 6 X16 2 STOR ` _a SITE
ZONED R —1 ' s" ' ,. u�w��.. �� 1 0 ,
SCORE TOWER x G�
D.B. 368 P. � � I § � � m,•F:�-.... ..� - , o
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8 WOODEN
CRIB WALL I G \
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GENERAL A.C.S.A. WATER AND SEWER C0 r.:.. w 4 ' CONDITIONS _ z o ,. an• G
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY I URNS .��� !� O�li i c o }
SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE ° _ 3 TAN �' '' 4�-
I PG —
RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY
INSPECTORS AT THE START OF WORK. s i .�
2. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF "#'° '
9 t8 :M w `"e ,...* , "`0 + ter^ f'f �,r „",.a:m N. > ,,✓'✓ ti +"' q sj`
THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS
9j)' "%' � ,'j§3 .,,, °"'-,w^ ..,.x- ""':`., , `:.� Y ?• '/ a 3 ry sty s.""v r,`
e ° 5 w _., a ".v.+' .... '- s.u,... "' ..°--•..F "'a, 'p, 4, O1v
3 „,„,.r:w✓^ ru>,::w v,:.ws'.' "', ms-+':..` n-- w,:+ i'L_ � y-4 ��1 .O
AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT THE M -'t4
N.w
. ,0 s°
CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND m.;N%..�y.`.Y w,;��-Ynf^"wf� Aay
_ ,. I S Plclxj Ty
LINES AND STRUCTURES AS NECESSARY.w` r cx�" ENO-'°v �E• p0
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE GENERALCOURr� , .
WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE , k; 3* -TFNNI 1, ';'' y °
Z;71
' PROJECT DATA
ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998 d 8 1� p y r �`,, J
� �r,M._.::r � � PROJECTNAME: ST ANN — F
4. ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.,•"'°-.•m� NEW SEPTIC SEWER Fwr ES BEL IELD LOWER SCHOOL/NEW GYMNASIUM
w^o-w r•'r' ��� DRAIN FIELD ,�2. OWNER: ST. �� �• _• � I ANNES—BELFIELD
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS ;. g n' , b;. •4 oa/ 2132 IVY ROAD
I I �^ ,./` � c4xCHARLOTTESVILLE, VIRGINIA 22903
UTILITY (1-800-552-7001). cn n w, w r EXISTING PL
{. '�-�� I � �-» „•...� � � ,� �' �Q o APING F I E L D
3.. 3. TAX MAP 60i PARCELS 57, 57A, 57B, 57C
H A HAVE MINIMUM I OF 3 FT. OF �� -µM, � � � �° � �. w „:� . .:,�,4 ,� ,:•�~`` ''`1 T < �- �
6. ALL WATER AND SEWER PIPES SHALL E M MUM
i .,
•.
"»° �! ( S TELEPH 4• BOUNDARY PERFORMED BY THOMAS D. BLUE P.L S
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF v„Y..,. ^^�°° ..,,,..� 3 ',.�,... P C,�i FTf.-'�' L ONE, / '
THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS e . i �'' �'O ���' O
ti PEDESTAL. 5. AERIAL TOPOGRAPHY PERFORMED BY JAMES BELL P.L.S.
....K, JI /^�
k,.. ,,,,..•..,..... �' �,, ^"":a'*:,"' yI :-" ; a 1 ?.-..w>� / - /C `� A' �O e �
BENCHMARK OF TENNIS COURT
AND WATERLINES, ETC.rw v a " w.• }a° ' r �z-- -y o q . w
BENCHMARK — 501.83 (ASSUMED)
w. r` _ 4 ,... «..,•r-°",. ru+! ,.°.:M' J •.,ra.n .i ` ysv _ "x.-k: .., } > , • I • /' `
7. P.R.V. S MAY BE REQUIRED. F� O
O
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8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE ,�N-- f L' r
� w' `C �Q G �9 '�' NEW �'D.I.O '� fi. MAGISTERIAL DISTRICT: JACK JOUETT
w, . ,w... � ,. :.,-..w..R =.. ,. E D..
0 F ROADSIDE DITCHES.X ,�
'GAyt�OF`/� WITH 20 EASEMENTS �. O�b� 7. ZONING. ALL PARCELS ARE R-1 WITH SPECIAL PERMIT. THIS PLAN AMENDS SDP-97 148.
k, .a, rs.-:,.. .>,. y,..:...,.... :- .c y.Y t t,'�,,,,• ,,:a'^"' :,,;r+.'"'3 +'r >T"'..• y `1. I i L p /°: i q •
�.� "� Wrt '' N.�� . _ �� C �" ,� �/ ,� CE ERED ON THE h �'
9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE N _.. 8. PRESENT USE.
�, ,,,� ..�.��,� � � \: � 'l� ti �, � PARCEL 57
F���CU��a�w..s A —BUILT WATERLINE. _ LOWER SCHOOL/PRIVATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. u.:.z•.�J ij, I �. PARCEL 57 A
/
SHEET
NO.
1
SHEET
NO.
2
SHEET
NO.
3
PARCEL 57—B
.,�� •`� `d•- ,.�",.. �. „�� _ r ����^ " °.�. �, � ,'� °, PARCEL 57 C
9. PROPOSED USE: NEW SOFTBALL FIELD/PARKING LOT/ WATERLINE —FIRE PROTECTION
10. THE SITE LIES WITHIN THE RIVANNA RESERVOIR WATERSHED.
COVER SHEET.
1
11. THIS PROPERTY IS NOT LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE.
PLAY FIELD BIO—RETENTION BASIN x `�A ..z a �� x / 12. THIS PROJECT WILL BE SERVED WITH PUBLIC WATER AND BY EXISTING SEPTIC FIELDS
DATE
MAY 13, 2003
SCALE
1 $1 =60'
H op. y,
� a
KURT M. GLOECKPER
5649
'�.Io1VAL
Ei
JOB NUMBER
03-013-00
DWG,. NAME
COVER.DWG
STORM WATER —PROFILES ,.� ; ;� � � 11 1 11,-,��'� ` " � a ''� �� \A -A-1 11 AAINIh/l IN CFTRACIlC• RI III ZINC �.o,,,.� I I / /�C ,•
LEGEND
— — --
EXISTING GRADE
PROPOSED GRADE
WM =
WATER METER
WV
= WATER VALVE
C.T.V. =
CABLE TV PEDESTAL
T.P. =
TELEPHONE PEDESTAL
O.H.P. =
OVERHEAD POWER
RCP =
REINFORCED CONCRETE PIPE
CMP =
CORROGATED METAL PIPE
WL
= UNDERGROUND WATER LINE
T.B.R.
= TO BE REMOVED
�►
TRAFFIC PATTERN
DRAINAGE FLOW
EG
= EDGE OF GRAVEL
EP
= EDGE OF PAVEMENT
� •� � � � i, � � � \ PARKING
p /
J FRONT — 25 FEET
E �- �- , � 10 FEET
2 r� '�� SIDE — 15 FEET REAR—20FEET
�' 10 / w
N 0 �L EXp �- p '� 14. PARKING CALCULATIONS.
3$ •5 ANTE rn • � � � � �
NEW PARKING PROVIDED: 38 SPACES
Ln �� Fo p �, THERE IS NO INCREASE IN STUDENT TEACHER POPULATION
�, cp
15. PROPOSED SITE INFORMATION: ADDITIONAL WATERLINE & FIRE HYDRANT PROVIDED
r
16. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH
,:r EMITS 3,000 OR MORE LUMENS SHALL BE A FULL CUTOFF
F+*s ` � I / �O �� LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF
,
OPTICS.
Q ��,,��Lv�v 17. THE SPILLOVER LIGHTING FROM PARKING AREA
G»...
tK
°�/LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN
�tKu � •w �CJJ- A RESIDENTIAL OR RURAL AREAS ZONING
aC'q ` DISTRICTS SHALL NOT EXCEED ONE—HALF(1 /2) 0 \
VIER .� �. 1 �� ��'�'�� O h FOOT—CANDLE. JJJ Y
�•> TRIO10 A-111
I `.i,- ,`! �'' 18. THERE ARE NO OUTDOOR LIGHTING FIXTURES O '\
-w
4
� • � + X 'x PROPOSED ON THIS SITE PLAN AMENDMENT. 40
h • ks ,k ,,,.��� , ..s i� a>.v. _ —• A P P R 0 VA L BLOCK fs. C
TAX MAP 60 PARCEL 24D �' �` - �' o^ I-O
s' 1 Dc
►� Y z,:,rGj.�?A�- , w'"'" 18 Sp �` LQ C Y ` 15 .--' ALBEMARLE COUNTY SERVICE AUTHORITY DATE �}�'
VIRGINIA N IA REAL ESTATE TRUST " � , ,:.s � _.. � �O ..>.�. P> O � R.A��NG w j.� � � 5y��..•�
UNIVERSITY OF IRG R O 1
MF �� 1' 19s r ENGINEERING N'' m6`''rATE
D� ��,x _„•� J �` .� _......0 t w k �,2 � DEPARTMENT OF E GINEER G Q,
MADISON HALL
'
P.O. BOX 9012 O °� `'.M �' �' Y :.n 4 t � .8.�=== PLANNING AND COMMUNITY DEVELOPMENT DATE � u
CHARLOTTESVILLE, VIRGINIA 22906 ,x ry4:b•- ".. "N �/
ZONED R—A , `��,..PO•°5` 2 DEPARTMENT OF ZONING ��1T DATE
ryan. .
D.B. 913 P. 26 I�,.�°� i g�,Fd.�,." �.rr.. . .
��° .;�' uw�i��' •��y r FIRE OFFICER ���— DATE
PLAT 1058 P. 124 O�� �8° 6, r»_.,�:� �,,,� Z yn
1oF3
LQW- MAIN TEN ANCE SLOP STEEPER THAN 3:1 NOTES:
-KEN TUCKY 31 FESCUE 108 LBS. 1. THE PLAY FIELD /Bl0-RETENTION BASIN AREA WILL -RED -FUF' GRASS 2 LBS. BE COVERED WITH SOD. NO SOIL STABILIZATION OR 3
-SEASONAL NURSE CROP * 20 LBS. T LOW -MAINTENANCE s TEMPORARY ARMAMENT WILL BE REQUIRED AROUND ENANCE SLOPE
-CROWNVETCH * * 20 LBS. THE AREAS OF THE THREE 12" OUTLET PIPES SEE SEEDING SCHEDULE
R
150 LBS. OR THE EG-1 ♦ OR ,r
c� 2. ALL IMPROVEMENTS MUST BE BUILT SOD WITH MIX APPROVED
USE .N)EASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: B L OR BONDED IN FIELD BY COUNTY AGENT ' UNIT(
PRIOR TO APPROVAL OF FINAL SITE PLANS. ZED LOCK WALL
FEE►RUA,RY `16th THROUGH APRIL ANNUAL RYE 3.0 MAXIMUM HEIGHT �
MAY 1st THROUGH AUGUST 15th . . . . . . . . . . . . FOXTAIL MILLET 3. CONTRACTOR SHALL CONTACT THE WATER ,'' '
AUGUST 16th THROUGH OCTOBER . . . . . . . . . . . . . ANNUAL RESOURCES INSPECTOR 24 HOURS PRIOR TO ENDWAL - 4 f EC-1 ' }'
� L RYE EW-2PC �:( DIFIED) .,
NO �EME3ER THROUGH FEBRUARY 15th WINTER RYE
BACKFILLING THE BIOFILTER AND REQUEST AN r """""°:v.m•'"npi41
INSPECTION AND APPROVAL OF THE `` t a 6♦0'--18" R.C.P. _
*hk SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA. UNDER -DRAIN INSTALLATION AND THE SOIL MIX.
Q,AAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED h , '
SERICEA). IF PLATPEA IS USED IN LIEU OF CROWNTECH INCREASE RATE TO 30 LBS /ACRE
1 is
I � �
ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED MWXXIP!� I7 ,' FOil
f
TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING P - � � - P" * 4 A` �•1`'� „ ,s � 3 � �` EED G PERIODS; ADD 10 20 I p a �,
I
L13S. ACRE IN MIXES. � y -.„,�y �-�
/ I F F w: r
F
77 +595. 77y
i. y j N ham . "a -a J} 95 :c] {
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ie = }, ` ,h , - y C, p8 . P. ,WITH
i � -�; e .i� ; � '^" j ', yx,,.>,•. "-:,„eti<,. ° y ,. «.w.,,..,,, 3'a M.•r,'`' .rrr"'`irrr,,,n .,.r' .y.R j r�''+''+~ 5� s'"`j • • h �°O R I I a I
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BIOFILTER
VEGETATIVE COVER
BERMUDA GRASS -SOD TURF
MINIMUM(
BIO--FILTER BERMUDA
MIX DEPTH GRASS
2 5' TURF
COVER
PLAY FIELD 7
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LUCK BIO-FILTER MIX OR TESTED
AND APPROVED EQUIVALENT
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WRAPPED IN GEOTECH
1.0 MIN �. ,.
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s�
ENDS BEVELED �.
REMOVE
. � GRADE8" PERFORATED SCHEDULE 40To 'MATCH '
a w `°+..:wr :..""': �J" ....w�.w .,.•..,.:,... ,.. ,,.�.,.....>.,,.-,e .»-u:.... .w.a:""..,,,,w+•« >. ... _..A °x f, t>'� u '�`+ f!
UNDERDRAIN GRAVEL P.V.C. PIPE WRAPPED IN BATTING
(AASHTO M43 1 /2 -1 } GEOTECH MATERIAL. PIPE @ 1 - �4.. rt °' .d •� °> `�� �`4` �y �x -0 �� ��' X.CAGE~ -�f
WRAPPED IN FILTER FABRIC
SLOPE (MIN.) TO D.I. OR STORM
e.-
DRAIN PROVIDED ACROSS ENTIRE
WIDTH @20FT. ...:,"0000V
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ell
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TOP=595.57
INV. OUT=587.37
MODIFIED DI- 7A
DETAIL
TOP=594,0 mot t
DI-7A (MODIFIED)
GRATE TYPE -III
GROUND=590.0
8 PERFORATED ORIFICE=16.5"
P. V.C.
INV. IN=587.5
18" RCP
INV. OUT=584.0 5.27%-w-•-
ELEVATION
N.T.S.
4.0'
J
TOP=594.0 � - -I
4 ORIFICE SLOTS � - -�
® 36"X6.25"
ELE:V.=592.52
4 ORIFICE SLOTS
® 36"`C6.25is jr
ELEV. = 591.75
2 ORIFICE SLOTS ( 18" R.C.P.
® 18 X4.75 @ 5.27%
ELiEV.=591.0
GROUND=590.0
INVERT=584,O 16.5"
ORIFICE
ISOMETRIC
N.T.S.
�2
£XISTjNG
ALBEMARLE COUNTY ENGINEERING
GENERAL CONSTRUCTION NOTES FOR SITE PLANS,
1.
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO
ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OFoJ
TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTSti
OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.+
p
2.
ALL PAVING DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
V�
SPECIFICATi6NS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED
;
3.
EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
o�
EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER`x
CONSTRUCTION.
4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM
ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF
N `r
3:1 OR BETTER .ARE TO BE ACHIEVED.
5.
PAVED, RIP RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED
�n
NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
r
6.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
7.
UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III.
8.
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR
k
THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
TOP MH=597.64
9.
FOR ALL HDPE STORM DRAIN PIPE INSTALLED AS PART OF THE DRAINAGE SYSTEM PROPOSED TO BE
INV OUT-589.54
ACCEPTED AND (MAINTAINED BY THE STATE HIGHWAY SYSTEM: 1) A VIDEO CAMERA INSPECTION IS
REQUIRED FOR ALL STORM SEWERS AND FOR CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT
INSPECTIONS. THE VIDEO CAMERA INSPECTION SHALL BE MADE WITH A VDOT OR COUNTY INSPECTOR
s
PRESENT; AND, 2) THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD
HOLD AN ON -SITE PRE -CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER
�� p• ,
REPRESENTATIVE SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL
INSTALLATION.(
l2
E XISTING
I�PIPE
V _ IN
. ,593
p7
'-_dl..
--�- EXISTING
24" PIPE
INV. IN=591.34
REVISIONS
JUNE 20, 2003
DATE
MAY 13, 2003
� SCA
EXISTING
PG-2A
NEW
PG-2A
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o
EXISTING DROP INLET #1 (DI-7)
DETAIL
TOP OF GRATE=595.86
GRATE TYPE I
INV.=593.48
EXISTING 204.0' HDPE 3-12"
60" STORAGE PIPE P.V.C. PIPES
DISCHARGE
ELEV.=593.0
218.39'-6" P.V.C.
® 3.37% -•►
INV IN=587.37 INV OUT=587.37
ELEVATION
N.T.S.
WELD RODS STAINLESS STEEL U-CLAMPS FASTENED
AT EACH BAR WITH 2 1'2" X 3/8" STAINLESS STEEL
INTERSECTION LAG BOLTS
AND PAINT in 24"
EPDXY COATING 18"
3" � 3»
3"
2"
4.75"
It
2"
#4 BARS 3" 2
(EPDXY COATED) I -of
NOTES: 4.5" 4.5" 4.5" 4.5"
1. TRASH GRATES MOUNTED
ON INSIDE OF RISER. TRASH GRATE DETAIL
2. DRILL AND USE LEAD EXPANSION PLUGS TO 2-BOTTOM ORIFICE SLOTS
ACCOMMODATE LAG BOLTS. N.T.S.
STAINLESS STEEL U-CLAMPS FASTENED
WITH 2 1'2" X 3/8" STAINLESS STEEL
LAG BOLTS
42"
on 36"
3"
I I 3'f I 2" I
f 1 1.
6.25'
i I I t \ -m-1 2
to 2"
(EPDXY C GATED) 3 �3.125"
s.o"--}�s.o"�s.o"��-{s.o•
NOTES:
1. TRASH GRATES MOUNTED TRASH GRATE DETAIL WELD RODS AT EACH
ON INSIDE OF RISER. BAR INTERSECTION AND
2. DRILL AND USE LEAD 8-UPPER ORIFICE SLOTS PAINT EPDXY COATING
EXPANSION PLUGS TO N.T.S.
ACCOMMODATE LAG BOLTS.
OF
41
�LTH op W
U �
5649
�IONAL +�l
A
W
IE-4
0
W
a
�W
E=4
JOB NUMBER
03-013-00
DWG . NAM E
0301300.DWG
01
APO, JP• ��
71615
SHEET
2 oF 3
DATE
MAY 13, 2003
SCALE
1 "=20'
H OF G.
o �
U �►
KURT M. GLOECKIER
5649
�IQXAL
a
w
EM4
mi
•
JOB NUMBER
03-013-00
DWG,. NAME
0301300.DWG
OF 3