HomeMy WebLinkAboutWWP27021213/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
DIM "A"
CLEAR ACCESS OPENINGS
I
20f
WM
EX.
FIRE - -
HYD.
WM
t
STA.
� SHATTUCK
AVE.SOUTH SANITARY SEWER PLAN
STA. 3+75 n
INSTALL 24' WIDE
DRIVEWAY PER RENTON
STD. DETAIL # F006
3
3
z
a
I EX. Scale 1" = 20' SECT. 18, TWN. 23 RGE. 5 E°, W.M.
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TREE ID
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RAISE-1/2"
of WIDE BORDER
3 ii EX. SS MH #2 w / EX. SS MH #3
I.E.= 15.58 I.E.= 15.77
EX. 10" S� 1•i•i41
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l"
7"
7-3/4"
8„
IS"
CAST IRON RING AND COVER
l j 11 PIPE MATERIAL AS SPECIFIED
EX. " I � I BY THE ENGINEER
TREE
I II
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WM
EX. FENCE' I i
3 TO REMAIN
EX. GAS VALVE I
G
EX. ASPHALT PARKING
AREA TO REMAIN
UNDISTURBED
EXIST. BUILDING TO REMAIN ODj
cD UNDISTURBED In
II
EX. TEL l I i c0
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EX. CB 5+
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STA. 9+43.89
MONUMENT
RAINIER AVE. S.
t... PAVEMENT TO REMAII:
P/L 150'
VICINITY MAP
SCALE: I" = 2560'
a_
CONCRETE
CLASS 3000
-3/4"
6 INCH OR 8 INCH CLEAN -OUT
-.- --------ter 1
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
6" TO 8" CLEANOUT DETAIL
N.T.S.
DIP
GROUT BOTH SIDES
I I
1
I "B„
--
•r
--
-
PRECAST DIVIDER _
PLAN VIEW
SLOT
BOTH SIDES
Wii
24" DIA. LOCKING FRAME & COVER
VENT PIPES ADJUST TO GRADE AIR & GAS TIGHT
OPTIONAL 3 PLCS (2 PLCS ON 577-GA)
/
Q o 0
_ INSPECTION TEE
INLET - - � = TYPICAL 2 ;- -- - O.UTLET
-------------------- r- - LE. = 26.0061. ' :no I-7 LE -
26.00
I
DIM "C'
p DIM "D"
SECTION VIEW AA
GALLON CAPACITY
600
750
950
1000
1250
1500
1750
2000
2500
2750
3000
1 4000
5000
6000
UV Co. MODEL No.
577-GA
577-GA
577-GA
4484-GA
4484-GA
5106-GA
5106-GA
612-GA
612-GA
612-GA
712-GA
712-GA
818-GA
818-GA
DIM "A"
7'-0"
7'-0"
7'-0"
9'-0"
9140"
11'-2"
11'-2"
12'-8"
12'-8"
12'-8"
13'-1"
13'-1"
19'-11"
19'-11"
DIM "B"
C-8"
4'-8"
4'-8"
5'-0"
5'-0"
5'-8"
5'-8"
6'-8"
6'-8"
6'-8"
8'-0"
8'-0"
9'-11"
9'-11"
DIM "C"
7'-0"
7'-Q'
7'-0"
7'-2'
T-2"
7'-2"
7'-2"
8'-0"
81-0"
8'-0"
8'-7"
8'-7"
8'-11"
10'-5"
DIM "D"
— —
3'-6"
4'-3"
5'-3"
4'-2"
5'-2"
4'-4"
4'-11"
4'-7"
5'-6"
6'-U
5'-0"
6'-6"
6'-2"
7'-2
WATER DEPTH DIM "E"
3'-2"
3'-11"
C-11"
3'-10"
C-10"
4'-0"
4'-7"
3'-10"
4'-9"
5'-3"
4'-7"
1 6'-1"
4'-9"
5'-9"
I U I.UINO I IlUt. I IUIN. tr-A. I.G. = 10.0J=1
II r
NOTE= PVC WIPE SHALL BE PER ASTM 3034 0
SDR-35 8 INSTALLED @ A MIN. OF 2% SLOPE.
------------a-------------- --
n\
-------------------
\
EX. 8" SS IS IN UNDEFINED EASEMENT
WIDTH, UNDER RECORDING #8012080739
I II
I I
I1
I' I
' I
1 I If
-----------------
\ EX. 6" SS
II- II
PIL 84.92'
EX. SS MH #4
I.E.= 16.72
«o•ot.
14 &"O %a14. l T 1t 94 t m u R4PTS t*4W#*%
M%JL%.4 Gow%( 43 0463 40
P&LIAT4tO Ko FRrN" 4J41 %-OOls1
6-%411 wOT 4t L04 &OC-V -
�1AO v-Z1-�4►
r
NOTES:
1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH Cc = 4500 psi
2. REBAR: ASTM A-615 GRADE 60
3. MESH: ASTM A-185 GRADE 65
4. DESIGN: ACI-318-83 BUILDING CODE
ASTM C-857 "MINIMUM STRUCTURAL DESIGN
LOADING FOR UNDERGROUND PRECAST CONCRETE
UTILITY STRUCTURES"
5. LOADS: H-20 TRUCK w/ 30% IMPACT PER AASHTO
6. FILL w/ CLEAN WATER PRIOR TO START-UP OF SYSTEM
7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES
8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY
SEPARATE SIDE SEWER
GREASE INTERCEPTOR (SINGLE VAULT SYSTEM)
1250 GALLON CAPACITY
N.T.S.
LEGEND:
w EXISTING WATER
G EXISTING GAS
SAN. EXISTING SAN. SEWER
II EXISTING BLDG. TO
' BE REMODELED
F_ —'— " — — PROPOSED NEW ASPHALT
1_ _ — _ — — _ J PAVEMENT
PROJECTS PROPERTY
BOUNDARIES
VERTICAL CONTROL:
DATUM, CITY OF RENTON
BENCHMARK, CHISLED SOUARE @ NE. CORNER OF 0.5'
HIGH CONC. SLAB OF EXISTING BLDG. (SEE PLAN)
SAWCUT EXISTING ASPHALT
AND MATCH WITH NEW PAVING
L 2" MIN. COMPACTED DEP Tr.
CLASS "B" ASPHALT CONCRETE
4" MIN. COMPACTED PEP TH CF.USnED
RC CK BASE - :'`/a COMPACTED
PAVEMENT PATCHING SECTION (NTS)
52121
ELEVATION = 28.92
PER F.B:#366, PG. 3. Barghausen
Consulting Engineers Inc.
P GR//��� Land Planning, Survey & Engineering Specialists
!►."'•'•O.."� �, 18215 7 nd Ave South Kent Wash. 98032 206 2 51-6 222
c_ CITY OF RENTON
o'.: DEPARTMENT OF PUBLIC WORKS
I,OJ.I 23975 ep j?
'9ir
3
2
I
NO.
✓' •. 01ST0.0 •
~
C I I \`''% �JiZ
SANITARY
SEWER PLAN
FREDDIES CLUB
RENTON, WA.
& DETAILS
REVISE PER CLIENT REVIEW DCS * HPG 6-2-93
REVISED PER CITY REQUIREMENTS GF \IPG 8-20-92
REVISED PER CITY REVIEW. HPG 4-15-92
DESIGNED_J• GR B
DATE— 1-7-92 - -
FILE NO
DRAWN D. PARRETTA
SCALE _- 20'-
FIELD eooK PAGE
CHECKED �• GRUBB
APPROVED_ — __ _- _ _ _
DIRECTOR OF PUBL^OC ORKS
SHEET- 1 OF 3
REVISION BY APPR DATE
FERGUSON 8 SONS INC 9 "Oa
BCE JOB NO. 4366