HomeMy WebLinkAboutzS-3010SetPORTIO^ I OF GOVT LOT 2 OF
SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M.
Cl TY OF RENTON, STATE OF WASHINGTON.
\101
VA 005, z
6o NC i
N88 °49'09 "W 477.20' \� i'P�"P aye
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76.89'
K Aop -2'. 3010
A 20 5 J, LOT SEWER CONNECTION, CONTRACTOR k' N-
A
.TO VERIFY BEFORE NEW SEWER / .' STA 10+00
LOT A ' MAIN CONSTRUC770N. r !� �Q �J' "F� p PRIVATE ROAD
EX IE= 16.50 -6' O
Q z Z50'
n
459.56' "
,'CESS EASEMENT
'(BASIS OF BEA�NG
734.54'
_
LUA- 96- 153LLA
LND -30 -0959
469.38' (MEAS,
S 88°49'09" E
N. 40th STRI
r
mll
bb
N O
0 3 N
FOUND COPPER TACK Saj x e
IN CONCRETE ROAD
W STEEL RING AS CASE Z j 4
BLVD & N 40TH ST INTERSEC770N
(10/21/93)
® a�
V � W
zT k SEWER FORCE MAIN
RELOCATION REQUIREMENTS.
N •h� 1. CONTRACTOR TO VERIFY LOCA77ON OF EXIS77NC E
LOT C axwi MAIN FLOOR,, % 258LF 8' PVC
26.0 `j - FORCE MAIN AT LIFT STATION AND AT RAILROAD
' 1'009° RIGHT OF WAY CROSSING. Q
13' REAR YARD SETBACK /� a
wA�iNGTa+ ° uVIN6 RM.' :�- rr 27.5 /k� 2. ALL SEWER AND FORCE MAIN RELOCATION WORK o
«; iv / SHALL BE COORDINATED WITH THE CITY OF
415.92' 32LF 8 °PVC 25.0 s RENTON PERSONNEL.
5= 10.349 20 J. INSTALL GRAVITY SEWER AND 0774ER U77LI77ES AS
NEEDED ADJACENT TO 7HE PROPOSED FORCE MAIN.
STA 6 +74 -29'LT g X 4. INSTALL AND TEST NEW FORCE MAIN.
c �5 ii,� „' j 3 STA 8 +3593 -3'R RAPHIC SCALE €
RIM =24.63 �' 0 2' ' / 5. MAKE FINAL CONNEC77ONS TO 7HE EXIS77NG FORCE
/ SS 1FE 1E -7� 7 m o +o m w ea Z
1E- 9.710L'T -SW / ' / SS STUB MAIN PER DETAIL AND CITY REQUIREMENTS N < r
1E= 9.81 /N -NE _ ' , h' IE =2250 6. RELOCA7E POWER TO THE SEWER LIFT STATION
KOR -N -SEAL BOOTS / , " ilwNC RM ti' EXIST. SS 1 inch 20 T ft.
BY PUGET SOUND ENERGY. COORDINAIF WITH
OR APPR. EQUAL i' zs o i . 9 , To eE REMOVED CITY OF RENTON PERSONNEL.
's <? t Qti 15' PUBLIC ACCESS EASEMENT \ 7. REMOVE EXISTING SEWER FORCE MAIN.
:PATIO '' ' �� �. 27 5° %° '�0 FOR U7TUTY MANTENANCE 8. REMOVE EXIS77NG OLD ELECRICAL CONDUITS
�25 0 ✓ ° Q r
BY PUGET SOUND ENERGY.
MAN 9. CONTINUE CONS1RUCnON WITH THE REMAINDER
13' REAR YARD SETBACK ; " 26 0 as % ONCE MAN IX \ OF THE UTILITIES, AND STREET IMPROVEMENTS
1- OEAQMAN BLOCKING \ DEADMAN SEE
sr 2- JO* BEIVD -KJ �O SHT. 9 FOR
1 -6' NIPPLE \� DETAILS
LENGTH AS REQ'D.
GARAGE - �' �'� �'�, CONNECT 70 EX. SEWER
6° FORC �\ �.� FORCE MAIN
" 25� j MAl FOR SEWETEt ._ P� �� 1- DEADMAN BLOCKING S301001
FND PK ��• 295' BEND -RJ
1 -6° NIPPLE AS REQ'D.
04' N „ o ' r -- `�1�, EX 6° FORCE , �' Z
>`� ° ' x ° INSTALL NEW 6 ° SEWER l ' is ` MAIN FOR SEND? t \ .
i �P W/3 PHASE POWER% P
FORCE MA /N. 100 LFt U CL
/ J - _ i' ' ' RELOCA7E ELEC. POWER 3 -PHASE POWER
r 4 STA 8 +30.00 -3' RT ro LIFT sra W
j a J INSTALL NEW 6 SEWER
SS 7EE IE =13.56 LFt
FORCE MAIN. 100
G SS S77JB J/ ALL FORCE MAIN W
1E =2245 DE�9AFSff CONS7RUC710N WILL !n
r ' REQUIRE RES7RAINED JOINTS. v N
oO CONNECT T EX. SEi,E'R Z -30' BENDS-R.J. DETAILS % AS REQUIRED IN N07E BELOW. F-
AO 1 -6" NIPPLE O
TJ 2 STORY 'FORCE M .N. f—� °"
1 DEA fAN BLOCKING LENGTH AS REQ'D.
1 -30' BEND - R.J. ` \�30' BEADS-R.J. _ Q
HOUSE EXIS77NG Q - 1 -6 NIPPLE AS READ.
STA 6 +79.50 -3.0 RT LIFT STA77ON
NEW SSMH -48" CONNECT TO EX. SEWER _ z
FORCE MAIN.
STA 6 +50 RIM =26.30 1- DEADMAN BLOCKING Z Q
PKlVA7E ROAD 1E =13.12 OUT -W NOTE,• 1- 30'BEND -R.J. N
1E =13.22 IN -NE v
EXIS77NG 6' FORCE MAIN IN LOT G" MAY NOT BE RECOMMENDED
CIS:' REQUIRES AC CES VIA GATE OR OTHER MEANS REMOVED OR. FOUNDA77ONS EXCAVATED UN 77L THE CONNECTION DETAIL
FOR CITY PERSONNE TO PRIVA IF ROAD FOR FOR APPROVAL
o SEWER FORCE MAIN HAS BEEN RELOCATED.
MAINTENANCE AND EMERGENCY VEHICLES. SEWER FORCE MAIN TO BE RELOCATED USING 6" BLUE BRUTE
1R H. t
CLASS 200. JOINTS SHALL BE RESTRAINED USING UNIFLANGE a��oF w QY BY DAT
1500 ON PVC PIPE AND UNIH ANGE SERIES 1300 ON DI PIPE.
ALL nT77NGS SHALL BE STANDARD DUC77LE IRON FITTINGS. ` BY sfAr /DATE 77LL-
SERIES
SEE SHEET 8 OF 12 - o
COORDINATE POWER,RELOCAnON WITH PUGET,SOUND - I BY DATE
POWER.' FOR PROFILES NAL BY DATE N �-
No o N
R. �
�R 87zz/o3 BY DATE
a
C 1_% . 7 %d,/007 SCANNED SEP 13 2002
S
A �
FOP ,. 11
GARAGE
27-6
LOT
PATIO
/ 24
i
_
LOT B
I
/'�_.
/ ' -_'
STA 9 +40 -3'RT
NEW SSMH 48"
�0
��
I13'
i MAIN ELOOR --
RE4R YARD SE7BACK
d
RIM =26.10
IE =1580 8" OUT SW
���
G�)
L
Lo
LIVING RM.
IE =15.90 6" IN NW
24.0' 9x
r�\
CJ
438.37'
STA 9
K' - -- i
�-�- %
#09.56 -3'RT
SS TEE IE =15.49
(�
LOT C
l --
GARAGE
. 256 .t.
'
ss slue
IE =2250
�P
LUA- 96- 153LLA
LND -30 -0959
469.38' (MEAS,
S 88°49'09" E
N. 40th STRI
r
mll
bb
N O
0 3 N
FOUND COPPER TACK Saj x e
IN CONCRETE ROAD
W STEEL RING AS CASE Z j 4
BLVD & N 40TH ST INTERSEC770N
(10/21/93)
® a�
V � W
zT k SEWER FORCE MAIN
RELOCATION REQUIREMENTS.
N •h� 1. CONTRACTOR TO VERIFY LOCA77ON OF EXIS77NC E
LOT C axwi MAIN FLOOR,, % 258LF 8' PVC
26.0 `j - FORCE MAIN AT LIFT STATION AND AT RAILROAD
' 1'009° RIGHT OF WAY CROSSING. Q
13' REAR YARD SETBACK /� a
wA�iNGTa+ ° uVIN6 RM.' :�- rr 27.5 /k� 2. ALL SEWER AND FORCE MAIN RELOCATION WORK o
«; iv / SHALL BE COORDINATED WITH THE CITY OF
415.92' 32LF 8 °PVC 25.0 s RENTON PERSONNEL.
5= 10.349 20 J. INSTALL GRAVITY SEWER AND 0774ER U77LI77ES AS
NEEDED ADJACENT TO 7HE PROPOSED FORCE MAIN.
STA 6 +74 -29'LT g X 4. INSTALL AND TEST NEW FORCE MAIN.
c �5 ii,� „' j 3 STA 8 +3593 -3'R RAPHIC SCALE €
RIM =24.63 �' 0 2' ' / 5. MAKE FINAL CONNEC77ONS TO 7HE EXIS77NG FORCE
/ SS 1FE 1E -7� 7 m o +o m w ea Z
1E- 9.710L'T -SW / ' / SS STUB MAIN PER DETAIL AND CITY REQUIREMENTS N < r
1E= 9.81 /N -NE _ ' , h' IE =2250 6. RELOCA7E POWER TO THE SEWER LIFT STATION
KOR -N -SEAL BOOTS / , " ilwNC RM ti' EXIST. SS 1 inch 20 T ft.
BY PUGET SOUND ENERGY. COORDINAIF WITH
OR APPR. EQUAL i' zs o i . 9 , To eE REMOVED CITY OF RENTON PERSONNEL.
's <? t Qti 15' PUBLIC ACCESS EASEMENT \ 7. REMOVE EXISTING SEWER FORCE MAIN.
:PATIO '' ' �� �. 27 5° %° '�0 FOR U7TUTY MANTENANCE 8. REMOVE EXIS77NG OLD ELECRICAL CONDUITS
�25 0 ✓ ° Q r
BY PUGET SOUND ENERGY.
MAN 9. CONTINUE CONS1RUCnON WITH THE REMAINDER
13' REAR YARD SETBACK ; " 26 0 as % ONCE MAN IX \ OF THE UTILITIES, AND STREET IMPROVEMENTS
1- OEAQMAN BLOCKING \ DEADMAN SEE
sr 2- JO* BEIVD -KJ �O SHT. 9 FOR
1 -6' NIPPLE \� DETAILS
LENGTH AS REQ'D.
GARAGE - �' �'� �'�, CONNECT 70 EX. SEWER
6° FORC �\ �.� FORCE MAIN
" 25� j MAl FOR SEWETEt ._ P� �� 1- DEADMAN BLOCKING S301001
FND PK ��• 295' BEND -RJ
1 -6° NIPPLE AS REQ'D.
04' N „ o ' r -- `�1�, EX 6° FORCE , �' Z
>`� ° ' x ° INSTALL NEW 6 ° SEWER l ' is ` MAIN FOR SEND? t \ .
i �P W/3 PHASE POWER% P
FORCE MA /N. 100 LFt U CL
/ J - _ i' ' ' RELOCA7E ELEC. POWER 3 -PHASE POWER
r 4 STA 8 +30.00 -3' RT ro LIFT sra W
j a J INSTALL NEW 6 SEWER
SS 7EE IE =13.56 LFt
FORCE MAIN. 100
G SS S77JB J/ ALL FORCE MAIN W
1E =2245 DE�9AFSff CONS7RUC710N WILL !n
r ' REQUIRE RES7RAINED JOINTS. v N
oO CONNECT T EX. SEi,E'R Z -30' BENDS-R.J. DETAILS % AS REQUIRED IN N07E BELOW. F-
AO 1 -6" NIPPLE O
TJ 2 STORY 'FORCE M .N. f—� °"
1 DEA fAN BLOCKING LENGTH AS REQ'D.
1 -30' BEND - R.J. ` \�30' BEADS-R.J. _ Q
HOUSE EXIS77NG Q - 1 -6 NIPPLE AS READ.
STA 6 +79.50 -3.0 RT LIFT STA77ON
NEW SSMH -48" CONNECT TO EX. SEWER _ z
FORCE MAIN.
STA 6 +50 RIM =26.30 1- DEADMAN BLOCKING Z Q
PKlVA7E ROAD 1E =13.12 OUT -W NOTE,• 1- 30'BEND -R.J. N
1E =13.22 IN -NE v
EXIS77NG 6' FORCE MAIN IN LOT G" MAY NOT BE RECOMMENDED
CIS:' REQUIRES AC CES VIA GATE OR OTHER MEANS REMOVED OR. FOUNDA77ONS EXCAVATED UN 77L THE CONNECTION DETAIL
FOR CITY PERSONNE TO PRIVA IF ROAD FOR FOR APPROVAL
o SEWER FORCE MAIN HAS BEEN RELOCATED.
MAINTENANCE AND EMERGENCY VEHICLES. SEWER FORCE MAIN TO BE RELOCATED USING 6" BLUE BRUTE
1R H. t
CLASS 200. JOINTS SHALL BE RESTRAINED USING UNIFLANGE a��oF w QY BY DAT
1500 ON PVC PIPE AND UNIH ANGE SERIES 1300 ON DI PIPE.
ALL nT77NGS SHALL BE STANDARD DUC77LE IRON FITTINGS. ` BY sfAr /DATE 77LL-
SERIES
SEE SHEET 8 OF 12 - o
COORDINATE POWER,RELOCAnON WITH PUGET,SOUND - I BY DATE
POWER.' FOR PROFILES NAL BY DATE N �-
No o N
R. �
�R 87zz/o3 BY DATE
a
C 1_% . 7 %d,/007 SCANNED SEP 13 2002
S
A �
FOP ,. 11
JOINTS SHALL BE RESTRAINED USING UNIFLANGE L UA - 9 6 - i 53L L A
7 ON PVC PIPE AND UNIFLANGE SERIES 1300 ON DI PIPE. PORTION OF GOVT LOT 2 OF
S SHALL BE STANDARD DUCTILE IRON FIT77NGS
PQWFP RFl. nf`ATIDN WITH PLIGET SOLING
SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W. M. LND -30 -0159
CITY OF REN TON, STATE OF WASHINGTON.
40. - _
- -- —
40
CL PRIVATE ROAD
�W
h
th
EX GROUND
N O
PROP GRADE
TOP EX. ROCK
Cp
WALL =22.4'
(p O
^
fl FORCE MAIN
20_ 4- -- -
-a— - — - - - -- 20
LAKE WASHINGTON -
OHWL
11
t I PVC SEECONTINUA710N THIS SHEET
8
18.5
t I 32LF 45
N N
m'
w
STA 6 +74 -29'LT
STA 6 +79.50 -3RT
NEW SSMH -48°
EX SSMH
RIM 24 63 R1I4 26.30
IE 97f0UT SW IE= 13.12 OUT W
IE 9 81IN -Nc IE 13.22 IN -NE
0
_ J- 0
SCALE
HORIZ 1 °=20'
VERT 1"_10'
SANITARY SEWER PROFILE
SEE, CONTINUA 7701
N
U cV
40
7 +90 PW
PI EL =27.45 c
SEE SHEET 7 OF 12
FOR PLAN VIEW
- 40
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PRI VA TE ROAD PROFILE
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BYE , V DATE
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N88 °49'09,*p w
09 "W
,TAN
76.89
LOT A
L AKE WVASHING TON
WA TER EL EVA TION
21.85 = O.H.W.L. —CORPS OF ENGINEERS
NGVD 1983
18.50 = 0. N. W.L. — CITY OF REN TON
LOT B
438.37'
LOT C
475.92'
PORTION OF GOVT LOT 2 OF
SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON. S TA.TF OF WA Sr- riniGrnni
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0000,
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AIL THIS SHEET , jO
:X. SEWER
LOCKING
'.J. (VERTICAL) A\O
12 ` �X�
rx
J
V`
P
4 (V
.3 -PHASE POKFR
TO LIFT STA.
17=20 '
)ZRAPHIC SCALE
10 20 40
( IN EMT
I inch = 20 it.
INSTALL 8" THICK CONCRETE PAD
OVER POWER AND SEWER CONDUITS
WHERE COVER UNDER NEW ROADWAY
WILL BE LESS THAN 3'. '
r �•
'i
EX. 6" FORCE
MAIN FOR SEWER •%
W/3 PHASE POWER
TO BE RELOCA TED AND
REMOVED FROM THIS TRENCH
DEADMAN SEE
SH T. 9 T51
N
DETAILS rr%
IIL
•�
EXIS71NG
<!7
LIFT STA 710N
CONNECT TO EX. SEWER
MAIN.
1- DEADMAN BLOCKING
NO TE• 1 -30• BEND -R.J.
EXISTING 6" FORCE MAIN IN LOT "D" MA Y NOT BE
REMO VED OR FOUNDA PONS EXCA VA TED UN TIL THE
SEWER FORCE MAIN HAS BEEN RELOCA TED.
SEWER FORCE MAIN TO BE RELOCA TED USING 6" DI CLASS 52.
JOINTS SHALL BE RESTRAINED USING UNIFLANGE
UNIFLANGE SERIES 1300 ON DI PIPE.
ALL FITTINGS SHALL BE STANDARD DUCTILE IRON FITTINGS.
COORDINA TF POWER RELOCA 7101V WI TH PUGET SOUND
POWER.
ROLL 2 0,�
LUA-96-153LLA
LND— 30— 0159
469.38 (MEA S,
S 88 °49'09" E
40th S TRI
FOUND COPPER TACK
IN CONCRETE ROAD
W STEEL RING AS CASE
BLVD & N 40TH ST INTERSECTION
(10/21/93)
SEMER FORCE MAIN
REL OCA TION REOUIREMEN TS:
I. CON TRACTOR, TO VERIFY L OCA TION OF EXIS TING
FORCE MAIN AT LIFT STA 17ON AND AT RAILROAD
RIGHT OF WAY CROSSING.
2. ALL SEWER AND FORCE MAIN REL OCA TION WOR-in
SHALL BE COORDINA TED WI TH THE Cl T Y OF
REN TON PERSONNEL.
J. INSTALL GRA W TY SEWER AND OTHER U77LI TIES AS
NEEDED ADJACENT TO THE PROPOSED FORCE MAIN.
4. INSTALL AND TEST NEW FORCE MAIN.
5. MAKE FINAL CONNECTIONS TO THE EXISTING FORCE
MAIN PER DETAIL AND CITY REQUIREMENTS.
6. RELOCA TE POWER TO THE SEWER LIFT STA TION
B Y PUGS T SOUND ENERG Y. COORDINA TE WI TH
CITY OF REN TON PERSONNEL.
7 REMOVE EXISTING SEWER FORCE MAIN.
8 REMOVE EXISTING OLD ELECRICAL CONDUITS
BY PUGET SOUND ENERGY.
9. CON TINUE CONS TRUC TION WI TH THE REMAINDER
OF THE U TILT TIES, AND STREET IMPRO IIEMEN TS
DEADMAN SEE
SHT. 9 FOR
DETAILS
CONNECT TO EX. SEWER
FORCE MAIN.
1- DEADMAN BLOCKING
2 -45• BEND -R. J. VERTICAL)
1--6" NIPPLE AS REQ V.
t�
INSTALL NEW 6 "SEWER
FORCE MAIN. 100 LFf
ALL FORCE MAIN
CONSTRUCTION KILL
REQUIRE REV RAINED JOINTS
AS REQUIRED IN NOTE BELOW
2 -30' BENDS -R. J.
1 -6" NIPPLE AS REQ'D.
CONNEC TION DETAIL
SEE SHEET 8 OF 12
FOR PROFILES
�F I;t 20,,3—
ah
"AS— BUILT" NOTE: I EXPUMS
'AS-- BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR.
RECOMMENDED
FOR APPROVAL
BY DATE
BY DATE
BY DATE
BY DATE
BY DATE
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PORTION OF GOVT LOT 2 OF
SECTION 32, TOWNSHIP 24 NORTH., RANGE 5 EAST,
CITY OF PENTON., STATE OF WASHINGTON.
40 40
t
r
20 __ - - - 20
32LF 8" PVC
Y s__ 9.04w 8.31
EX. LAKE ;
80 T TOM -171+
STA 6 +85.00 -3RT
11LF 8" DI NEW SSMH- 48"
CONNECTED TO EXISRNG RIM =27.57
PUMP STA TION INFLOW STA SSAiH 6+85-29L 48" T /E; -1- 112.66 OU T- W
S= IX MIN NEW SSMH -- 48" /E_ 12.76 /N--NE
0 RIM =26.00 _ 0
IE= 9.92 OU T- SW
1E =10.02 /N- SE
SEE CON T]NUA TION THIS SHEET
T
SCALE
HORIZ 1 "20
VER T 1 '" =10'
SANITARY SEWER PROFILE
40
w
U
30
- O.V2/a
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0
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20
SEE, CON ANUADON THIS SHEET
10
DA TUAf E'LE v
0.00
N
LAA
SEE SHEET 7 OF 12
FOR PLAN VIEW
wma
50.000' w 29.66 _ - - - _ 54.000' VC
HIGH POINT STA = 7 +56.069 PW STA = 8 +25 4
PW ELEV = 27.15 �-
N PW STA = 7 +60 �n r� 0 00 46 o
of °D o o N A.D. - J. II
PW ELEV = 3015 � �+ o; _
13. 569
�' N °4 -
Ed 4; A. D. - - 7.976 ~ oo �+ K + �
._ . - - _ __
.Q CIO K = 6.268 a U v _ . : �. , ao rv, ,�¢' 40
4.
ao w Qo Lai
w v W oa
EX SS FARO MAIN & m OD
Vv ELEC. CONDO FG= 29.52 w �+ m Q
Q p .� C =2 &34 PROPOSED GRADE A T ONTRACTOR TO ER
TuP DEADMAN =2a 92 EXIST GROUND CENTERLINE PR/ VA TF DRIVE CENTERLINE Q Q x s T.
PROPOSED DR/ VEWA Y c� OME
- - -- - - - - - _ -- -- - - - - 1 O.85% o Ex DRMWAY
It
.mac
1 -
CONNECT TO EX FORCE MAIN 8+ 35.93-- 'R T
INSTALL NEW 6" FORCE MAIN SERVICE TEE
POS/nwf SLOPE TO CONNEC77 30LF 6 PVC
253LF 8" PVC 9 +09.56 --3 "RT S =2.0% MIN
CONCRETE PRO TEC77ON OVER SERVICE TEE TA 9+45.54 -3'RT
7+ 15.75- 4.4'RT S= gyp 0.929'
STA 6 +85.00 -3RT SERVICE TEE NEW SEWER AND POWER :. NEW SSMH 48'" ,
CONDUITS WITH LESS THAN RIM= 26.10 10
NEW SSMH -48" 3' OF COVER TO FINISH IRE = -i5 15.10 8" OUT SW
RIM =27.57 GRADE. SCALE IE =*5-90 15.20 6" IN NW
1E =447 12.66 OUT - W HORIZ 1 "=20'
IE= M.i1�1- 12.76 /N--NE VERT 1`-10
4
7 +00
8 +00
PRl VA TE ROAD
ROLL
PROFILE
2 0.2
9+00
2 �0 r
10+00
L UA - 96 - 153LL A
LND -30 -0159
"GWAL
F"�s
AS- BUILT" NOTE: -
"AS-- BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR.
PROPOSED ROAD FG= 29.50
3" AC PAVING _
CR SURFACING
1.16'
CLASS C CEMENT
CONCRETE
w wd w
•I + Q
wp SS
COMPACTED 5/8" MINUS CRUSHED
GRAVEL BASE. HAND PLACED &
TAMPED AROUND POWER AND
SEWER CONDUI TS
COMPACTED SEWER TRENCH
BACKFILL
3' AI/N
8.34
00
27.67' EXIST.
AT EX. CASING.
R
540 3o/OOl/
RECOMMENDED
FOR APPROVAL
rvtt i1. I BY DATE
BY DATE
BY DATE
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