HomeMy WebLinkAboutS-033302BURNETT AVE.
C� I
I '
y
h
a 3
0
W
yl �
Q, v
Ltj
�I
a
N
W
1
J
m
TOB /N_ STREET
PROPOSED 8" S.S. �+
/57 - '6-5 = O. 40 % EX. SSMH # 9/
—.�- -- -- EX 2" GAS - -- - - - --
I
1
I
TOB /N ST.
40
N
SCALE
20' HOR /Z
/0' VERT.
NEW $ Snia : 61-F
IP. 23.08 Sara+
- F02 FOTURP EXTET1V5 /O+I 5oDTN
CHANNEL- PRoV /OE PLUr,
EX /ST ING PAVEMENT Q PIPE
II
i
20
114' B° S.S.
/57'- 8" S.S.
S = 0.50%
S =0.40%
BURNETT AVE.
C� I
I '
y
h
a 3
0
W
yl �
Q, v
Ltj
�I
a
N
W
1
J
m
TOB /N_ STREET
PROPOSED 8" S.S. �+
/57 - '6-5 = O. 40 % EX. SSMH # 9/
—.�- -- -- EX 2" GAS - -- - - - --
I
1
I
TOB /N ST.
40
EX /ST ING PAVEMENT Q PIPE
II
i
20
114' B° S.S.
/57'- 8" S.S.
S = 0.50%
S =0.40%
DESIGNED BY s 000
a
R. OROONEZ
DRAWN BY MO %S 1E zzae REGISTERED
R. ORDONEE ST ��� HI 'CT �N '
z cNecl:eD BY f . STA( D °e "' •` t / ��' `` "
AN ARGNITFCENUEE PARTSEATT E STPTE OF WAS4iF' GY.
w 2093 MINOR AVENUE EAS7•Sk.ATk'I.E. WASHII(;10N 98IO2•(2(I6)3224600
o PROD ECT NO.
82003' GV 3o-ezo
Al I i I I I I I I I
BElJCNMdRK: NORTHEAST CORNER CONCRETE
yAULT U.9. C.¢ G.A. EL E✓ =34. &4
WATER d SEWER
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF UNION
UTILITY DEPARTMENT AND APWA STANDARDS AND SPECIFICATIONS,
1981 EDITION.
2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS WERE
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THESE DRAWINGS. WE ASSUME NO
RESPONSIBILITY AS TO THE ACCURACY OF THEIR DEPICTED
LOCATION ON THESE DRAWINGS.
THE CONTRACTOR IS TO TAKE THE PRECAUTIONARY MEASURES
TO PROTECT UTILITY LINES SHOWN AND ALL OTHER LINES NOT
OF RECORD OR NOT SHOWN ON THESE DRAWINGS BY VERIFCATION
OF THEIR LOCATION IN THE FIELD PRIOR TO THE CONSTRUCTION
SO AS TO AVOID DAMAGE OR DISTURBANCE.
3. SEWER PIPE TO BE PVC CONFORMING WITH ASTM D -3034, SDR 35
PIPE BEDDING TO BE CLASS "B" WITH ONE (1) FOOT OF
BEDDING GRAVEL ABOVE PIPE. PIPE ALTERNATE: SANITARY
SEWER PIPE MAY BE ASTM C =14 (EXTRA STRENGTH) RUBBER
GASKETS CONCRETE PIPE. BEDDING TO CLASS "B ".
4. ALL MANHOLES SHALL HAVE A 0.10' DROP BETWEEN INVERT
-N AND INVERT OUT.
5. ALL '.• =?'OLE RIMS TO BE ADJUSTED TO FINISHED GRADE AT
TIME OF PAVING.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AT
LEAST A 10 FOOT HORIZONTAL SEPARATION BETWEEN WATER
AND SANITARY MAINS (PROPOSED OR EXISTING.)
7. SIDE SEWER LOCATIONS TO BE VERIFIED IN THE�FIELD
PRIOR TO CONSTRUCTION. -
8. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE
OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT
24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
CONSTRUCTION.
10. A PRECONSTRUCTION CONFERENCE AND TWENTY -FOUR HOUR
NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION.
der -OVC�I
l/ -- -for OF Pub /i OYKS
9 -z9 -9,
EX. SSMH # 9/
RIM EL.= 33.7/
B': /E /N '23.8/
B "/E OUT= 23.7/
L
PUG 8" PIPE NORTH
DX EJULY 9/ 19 82-
MAY 6, 1982
RENTON CORPS COMMUNITY CENTER SNkEI NO.
'
SEWER L lN E PLAN,_ SECTIONS i
1
'4 AND DETAILS
The Salvation Army • W',astern Territory
OF 25
14. f.902
I _ I I 7C I I 1 a i 1 1 i2- i i i I I •