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r it I. Ali cans truction shall be in conformance with the city of Renton
' I \ "Regulations and Standards for Construction of Extension to the city
�•�cOfY iR4 CTOR TO MATLH Water and Sanitary Sewer System", revised additicn.
ZXiSFIN6 PVMT ZND >lDEW4Ck"
Sr/!. - 0 *72.SS T.P. "'S 2. A pre - construction conference shall be arranged between contractor
.iT/I. 6ro5.79 T• P "4 and appropriate City of Renton officials prior to construction.
3. It shall be the contractors responsibility to verify the true and
correct locations of all existing utilities shown, so as to avoid damage
ar aisturbance.
4. All side sewers shall be laid on a 22 minimum grade, and small be at
a minimun depth Or 5 feet at property line.
5. The top of manholes within right -of -ways shall not be adjusted to
final grade until just prior to paving.
' 6. All sanitary sewer pipe to be concrete, non - reinforced, �an ,-miming to
ASTM C14, Class 2. Alternate to be PVC plastic pipe conforming to '-' -'t ;
D 3034. Rubber gaskets for concrete pipe shall meet ASTM 0443 standards.
Rubber gaskets for PVC pipe shall meet ASTM 1969 standards. Pipe bedding
to be class "C" according to AP',!A Std. Plan Mo. 62.
.4P ,'.P0I/EO FOP CO/YST. g7-E 7. !"znholes to be per APWA manhole Std. Plan No. 34,
>. It shalt be the contractors responsibility to secure all necessary
oe rmits prior to start of construction.
9. The contractor shall be responsible for T.V. inspection of the sewer
system using an approved T.V. system. Video tapes shall be submitted to
the City showing the T.V. inspection work.
D47ZIN - /NV. SS M.9. r49 ON K 1,FY4AN,9
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SANITARY SEWER PROFILES
TIFFANY P.4 =Z5 SION N0.4
C/TY 0: REP/TON Metz 2 OF Z JOB NO 77-238
2-12 1-,wmw 0111_ 1
GENERAL IYOrf.5
],. All construction shall be in conformance with the City of Rentow
"Regulations and Standards for Construction of Extension to the City,j
Water and Sanitary Sewer System", revised addition. A
2. A pre-construction conference shall be arranged between contractor,
and appropriate City of Renton officials prior to construction.
3. It shall be the contractors responsibility to verify the true and-,
correct locations of all existing utilities shown, so as to avoid damage or disturbance.
4. All side sewer s 5 hall be laid on a 2% minimum grade, and shall be at
a minimum depth of 5 feet at property line.
5, The top of manholes within right-of-ways shall not be adjusted to
final grade until I just prior or to paving.
6. All sanitary sewer pipe to be concrete, non - reinforced, conforming to
ASTM C14, Class Z. 41ternate to be PVC plastic pipe conforming to ASTM ,:,
D 3034. Rubber gaskets for concrete pipe shall meet ASTM 0443 standardsi
Rubber gaskets for PVC pipe shall meet ASTM 1869 standards. Pipe bedding,
to be class "C" according to APWA Std. Plan No. 62.
7. Manholes to be per APWA manhole Std. Plan No. 34.
8. It shall be the contractors responsibility to secure all necessary
permits prior to stard of construction.
9. The contractor shall be responsible for T.V. inspection of t he sewer
system an approved T.V. system. Video tapes shall be submitted to
the City y showing the T.V. inspection work.
SEC. W 13N., R. 5f. WM.
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MERCER /SCAN® PIPE L11ye R.O.W.
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CH 'KED 3y /"r 11-16.77 117777 CITY OF REN TON SHEET I OF 2 JOB NO 77-2
298 I ROLL 159
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CONTRACTORS WFOZA7'/ON
CITY c'OMMENTS
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DRAWN BY R M.M C114-ECIED 3.
5C4 C
SEC. 4?/, MR. ZJN R.Sif. W M. d!fAFA?.4 L AWIFS3
All construction shall be In conformance wIth the City of An
"Regulations and Standards for Corstruction of Efxt�s;om to the City
Water and Sanitary Sewer Systen", revised addition.
2. A pre-constructlon conference shalt be arranged between contractor
and appropriate City of Renton officials prior -.* cOns-MUi"..�V".
3. It shall be the contractors responsibility to verify the true and
correct locations of all existing utilities showm, so as to avoid damage
or disturbance.
.9 4. All side sewers shall be laid on a 22 minimum grade, and shall be at
h a mint mum depth of 5 feet at property line.
-v \ /0 1 p 9840 m a
T n
The top of manholes within right-of-ways shall not be ad ju%tod to
ft-1 egr*�� un-11
just prior to paving.
\v C-0. J07 M. \/j Af 4 61%) 5 6, All sanitary sewer pipe to be concrete, non-retmforced, conforming to • i 10,533 4�92 - 5 fl'\ 'd. f 64 ASTM C14, Class 2. Alternate to be PVC plastic pipe conforming to ASTA
Q. 07t 5 1 5'k'T 0 3034,1lubber gaskets for concrete pipe sh�tt meet AST?- C443 standards.
1-�UO -- Rubber gaskets for PVC pipe shall meat ASTR 1869 standards. Pipe bedding
f A3
24 6. 6 AA .61, be class "C" according to APWA Std. Plan Na. 62.
y' 1 9295 °'
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TUB IZT. 7 Kanholes to be per APWA manhole Std. Plan No. 34.
7877v H 411f 66'(.T 1, 1
5. 6-ruO
0�68 9-3 60' a- it %halt be *he contractors responsibility to secure alI necessary
S. 5T.Ug
Z48L permits prlor to start ofconstructi on.
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