HomeMy WebLinkAboutS-212101STA. 0"00
AVf9IDWTH SANITARY SEWER PLAN �. , 1
Scale T' = 20' SECT. 18, TWN. 23 N,:, RGE 5 E, W.NL +'�� L' )
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1" 20'
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STA.3.75
INSTALL 24' WIDE - i ; ✓..
DRIVEWAY PER RENTON y� T A i-�. A:.q A. :-P
AS ; C� .,D
STD. DETAIL 71F FOOS j3 , A 5 wr (•aP .,lr : a �•
I II a ^
TRM
j 4, 0 .°94' PDNIHR VAMT I f; MC'„. 8 MCH CLEAN -OUT
1
yi
Wi
79 1
s I:IL 1iiA,S VAL4� I
AREA TO �RE'L1AM ta'+Nnh - -' A'.,
1.UNDIST'URStr ^ tal II
' A
EXIST. BUILDING TO REMAIN
UNDISTURBED mt
`9 T.V. r� I 1 �; II Ow TO Ir CLEANOUT DETAIL
i`J. -�" cATO17 I N.Ts
w „, BAaN1 i I
1 ®VA'ULT I Gle rA9 I b ��
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A "4�c ate% K OF dil1 _NOT&
-- - - -- it%ATL�L 718D1KE AIO YE:L9t J I 10 • � CONTRACTOR SHALL LOCATE
CLiY OETAL >m t L
AT N SDE SEWER A CAP
ila
I k
_ _ 1
Vl 3 PROPOSED FfiE N YL1 ASSYe cb II 6'
INSTALL. L E 26 0
11y�
: L1eNT ISEE SNT. 4 OF 4L 1 1 CONNECT RESTROOMS ONLY TO
__�++ I,wlp6t•APE: AREA, THIS 6' LSE
Q INSTALL NEW GREASE INTERCEPTOR I T P
zj ,� ''*, i ER DETAIL. THIS SHT. ADJUST RIM
"" 4 T'I ,��r , bII TO BE FLUSH WITH PAVEMENT
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EX TEL; EX. BUS
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30'
1
STA. 9-43. 89
RAINIER AVE. S.
i
12 L.F 6 PVC -
19a q.171
•,,.
{ CA
C C I C � �C c3A �"c� C
It NEW PAINT STRIPING
SEE ARCH. PLANS CLEANOUT-
I.£. = 25.907-- -
23LF6 " PVC (441
c,.. PAVEMENT TO RE TA
VICINITY MAP
SCALE- I" = 2560'
PIL 109'
E705T_ SD
SAWCUT AN6 REMOVE EXIST_ ASPHALT
- PAVEMENT AS NECESSARY TO INSTALL NEW
13ANTARY SEWER FACLi REPLACE PAVE-
111111, 1
0
AVE-
MENT UN-KIND) TO MATCH EMT. CONDlITIONS
PER DETAIL THIS STEEP'_
CONNECT NEW 6' SIDE SEWER TO E)i3ST. Ir
1_ SANITARY SEWER WITH NEW TEE PER
CITY OF RENTON SIDS. VERIFY LOCATI(V,
DEPTH .. -_ AND SIZE OF E70ST. SAN. SEWER PRXJPi
TO CONSTRUCTION. EX. I.E. = 96.35)
NOTE- PVC APE SHALL BE PER ASTM 3034
SDR -35 8 INSTALLED @ A MN. OF 2% SLOPE
-
EX. 8' SS IS IN UNDEFINED EASEMENT
WIDTH, UNDER RECORDING *8012080739
Qom•
EX. 6' S5
PIL 84.92'
EX. SS MH #4
LE, 16.72
O
Isi 1,
Z
s
V 10
DIM "A'
_ _ --
CLEAR A CCESS OPENINGS
i
GROUT BOTH SIDES
DIM 'B'
f PRECAST DIVIDER
PLAN VIEW SLOT
- BOTH SIDES
24" DIA LOCKING FRAME & COVER
t- VENT PIPES - ADJUST TO GRADE AIR & GAS TIGHT
OPTIONAL \ 3 PLCS (2 PLOS ON 577-GA)
I I �
i INSPECTION TEE
INLET TYPICAL o t r
1
I.E. 26006.__ 1----V - _...- ...... ............ •` -r -O _2600
UTLET
- TEE o
qld "E' i I DIM C'
WATER DEPTH {
2`6” Dim Ir
o
GROUTALLAROUND SLOT
BOTH SIDES
213 LENGTH 1/3 LENGTH
SECTION VIEW AA
GALLON CAPACITY
600 j 750
950
1000
1250
1500
17501
2000
2500
12750
3000 1 4000 j 5000 6000
._,
577-GA
577-GA
4484
44774 -GA
5106 -GA
5106 -GA
612 -GA
612 -GA
612 -GA
772 GA 772 -GA 818-GA 818-GA
DIM A
7 4' r-0`
7'-0'
9'-0"
9'4Y
11' 2"
11' -r
12'-8"
12'-8"
12'-8"
13' -1" 13' -1'
DIM "8"
- -_ -
4 -Ir 4'4r
4'$"
5141"
51-0"
51-8"
5' -8"
6 %W
6'-8"
6'8"
8'-O' 8'4' W-11' W -11'
-- DIM 'C'
7 -O" '�. 7'-0"
- 7'-0'
7'-r
7' r
7'-r
r-r
8'-0"
8'-0"
8'-0"
8' r 8'-1 Y I 10' -S
_ qM"D"
3- 4 --W
S'3
4' -2
5'2
4'-4"
4' 11"
4' -7'
5 %6'
6'-0"
5'-O' 6'S I 6' -2 7' -r
1 WATER DEPTH qM"£'
3' -r 3' -77"
4' -11'
3'-17'
4'-10'
4' -0'
4' -r
3' 10"
4--g-
5' -3'
`
4' -r I W -7" I 4'-9' E 5' -9"
NOTES:
1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH Pc = 4500 psi
2. REBAR: ASTM A -615 GRADE 60
3. MESH: ASTM A -185 GRADE 65
4. DESIGN: AGI- 318-83 BUILDING CODE
ASTM G-857 "MINIMUM STRUCTURAL DESIGN
LOADING FOR UNDERGROUND PRECAST CONCRETE
UTILITY STRUCTURES"
5. LOADS: H -20 TRUCK w/ 30% IMPACT PER AASRTO
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)
1250GALLON CAPACITY
N.T.S.
r - -' __ -�) PROPOSED NEW ASPHALT
L__ -__ -_J PAVEMENT
PROJECTS PROPERTY
BOUNDARIES
VERTICAL CONTROL:
DATUM- CITY OF RE NTON
BENCHMARK- CHISLE:D SOUARE @ NE. CORNER OF 0.5'
HIGH CONC. SLAB OF EXISTING BLDG. (SEE PLAN)
ELEVATION - 28.92
PER F.B. *366, PG. 3. „
..•sssti
i
3 REVISE PER CLIENT REVIEW _D_CS HPG_ 6 -2 -93
2 REVISED PER CITY REQUIREMENTS GF \HPG 8 -20 -92
1 REVISED PER CITY REVIEW. HPG 4 -I5 -92
NO- REVISION BY APPR DATE
SAWCUT EXISTING ASPHALT
�AiJD MATCH WITH NEW PAVING
a
L 2" MIN. COMPACTED DEPT,
CLASS "B" ASFHALT CCNCE'ET
4" MIN. COMPACTED F F:F TrI CF.USnED
RCCK BASE - ':;SS COMPACTED
PAVEMENT PATCHING SECTION (NTS)
15 Z /42
Barghausen
Consulting Engineers Inc.
Land Planning, Survey 9 Engineering Specialists
18215 72,d Av -1, Kant Wean, 98032 206 251.6222
C I T Y OF RENTON
D E P A R T M E N T OF P U B L E C WORKS
SANITARY SEWER PLAN & DETAILS
FREDDIES CLUB
RENTON, WA.
DESIGNED_ GRUBB DATE.. - 17 - 92 — Fi LE NO -
DRAWN D. PARRETTA - - --
- Sc AL GRUBB - 2- 0 - • --
cLo x P E
CHECKED- J
APPROVED_
SHEET_ _OF.5_
BCE JOB NO. 4366
j j 1 I I I I ! I I I I I I I !
Ir9O
LEGEND:
W
EXISTING WATER
G
EXISTING GAS
SAK
EXISTING SAN. SEWER
EXISTING BLDG. TO
BE REMODELED
r - -' __ -�) PROPOSED NEW ASPHALT
L__ -__ -_J PAVEMENT
PROJECTS PROPERTY
BOUNDARIES
VERTICAL CONTROL:
DATUM- CITY OF RE NTON
BENCHMARK- CHISLE:D SOUARE @ NE. CORNER OF 0.5'
HIGH CONC. SLAB OF EXISTING BLDG. (SEE PLAN)
ELEVATION - 28.92
PER F.B. *366, PG. 3. „
..•sssti
i
3 REVISE PER CLIENT REVIEW _D_CS HPG_ 6 -2 -93
2 REVISED PER CITY REQUIREMENTS GF \HPG 8 -20 -92
1 REVISED PER CITY REVIEW. HPG 4 -I5 -92
NO- REVISION BY APPR DATE
SAWCUT EXISTING ASPHALT
�AiJD MATCH WITH NEW PAVING
a
L 2" MIN. COMPACTED DEPT,
CLASS "B" ASFHALT CCNCE'ET
4" MIN. COMPACTED F F:F TrI CF.USnED
RCCK BASE - ':;SS COMPACTED
PAVEMENT PATCHING SECTION (NTS)
15 Z /42
Barghausen
Consulting Engineers Inc.
Land Planning, Survey 9 Engineering Specialists
18215 72,d Av -1, Kant Wean, 98032 206 251.6222
C I T Y OF RENTON
D E P A R T M E N T OF P U B L E C WORKS
SANITARY SEWER PLAN & DETAILS
FREDDIES CLUB
RENTON, WA.
DESIGNED_ GRUBB DATE.. - 17 - 92 — Fi LE NO -
DRAWN D. PARRETTA - - --
- Sc AL GRUBB - 2- 0 - • --
cLo x P E
CHECKED- J
APPROVED_
SHEET_ _OF.5_
BCE JOB NO. 4366
j j 1 I I I I ! I I I I I I I !