HomeMy WebLinkAboutS-3685063
T
n
r-�
l
Q
Q
Q
v^.
ti
i
i
i
z
i
a
Q
r
n
Q
z
MIN. 2" HMA (CLASS ") MATCH
EX. PAVEMENT DEPTH
6" CRUSHED SURFACING TOP COURSE,
COMPACT TO 95% MODIFIED PROCTOR
EX. PAVEMENT
VN
7
^ p _ 000
_ J
OI O v^ p p O p
p0 r.rrr..r..
%% A
���A
\ ,X j \j Aj /VAj�AAjVA /�, SAW CUT EDGE
OF EX. PAVEMENT
BANK RUN GRAVEL OR NATIVE
UNDISTURBED /
/ %BACKFILL IF APPROVED IN
NATIVE / WRITING BY ENGINEER,
MATERIAL COMPACT TO 95% MODIFIED
PROCTOR
r
12 "MIN.
PVC PIPE
6 .. M N
BEDDING MATERIALS
2 5'V,: N. ---
NOTE: REFERENCE RENTON STD. PLANS
110.1 AND 405 FOR FURTHER DETAIL.
TRENCH DETAIL FOR GRAVITY MAIN
(UNDER PAVEMENT)
CASING TO FIT CARRIER PIPE.)
E WATEF
FIT CA
NTS
VnJ���V JLnL p r YV JG1�G11 Mn11�1
(TYP.EACH
END)
NOTES:
SECTION A -A 1 • SEAL EACH ENDS OF CASING WITH FLEXIBLE END SEALS SUCH
AS MODEL W BY PIPELINE SEAL & INSULATOR OR EQUAL.
2. CASING SPACERS SHALL BE INSTALLED A MAXIMUM OF 10'
ON CEN TER.
3. AS AN ALTERNATIVE TO PIPE SPACERS, CONTRACTOR MAY
STRAP 8" PVC PIPE TO WOODEN BLOCKS AND FILL VOID
SPACE WITH SAND.
dal PIPE CASING DETAIL
s
n ec
11130 NE 33rd Place, Bellevue WA 98004
phone: (425) 869 -9448 www.stantec.com
� X35 .
EXISTING GRASS OR
LANDSCAPING
SURFACE
RESTORATION
EXISTING GRASS OR
LANDSCAPING
..:.:.:.:.:.:.:.:1.-:-:-:-:-:-:
\\ \\ \\
/
UNDISTURBED NATIVE /VA /VA /VA/
MATERIAL (TYP.) /'/// V 6" TOPSOIL
\,
TRENCH BACKFILL OR NATIVE
BACKFILL IF APPROVED IN
WRITING BY ENGINEER,
COMPACT TO 956 MODIFIED
PROCTOR
2 "YIN.
PVC PIPE
6 "MiN
BEDDING MATERIALS
/ \
— 2.5'M N.
NOTE: REFERENCE RENTON STD. PLANS
110.1 AND 405 FOR FURTHER DETAIL.
TRENCH DETAIL FOR GRAVITY MAIN
(UNDER GRASS /LANDSCAPING)
N TS
10'
CHAIN LINK FENCE PLAN
4 i\1
snse (rra.)
CHAIN LINK FENCE PROFILE
NTS
ADJUSTING RINGS
(4-MIN/16-MAX).
GROUT BETWEEN RINGS.
PLASTER INSIDE FACE w/
3/4" GROU T
CITY OF RENTON STD. MH
FRAME AND COVER PER
STD. PLAN 401
05
60' x24" OFFSET CONE
PER WSDOT STD. PLAN
B- 15.20 -00
Y
.4e
RUBBER GASKE TED. GROUT ALL
JOINTS CONTINUOUS ON INSIDE
AND OUTSIDE OF MANHOLE
Q o O� C�`•Q•b o`�° 0� °000` p� p �O 000°oo o p o�00 0 -� o �O 000�o Up o o� Uv0'�i ob° _o��� �_�
0000 � O 00o g0 0 oQOc4 000 0 0 o�Od' O OOo O g�� °�'�
00000° 000000 � 0 �o °OODOo�oOo �oo0 °OOo� �o0°O"' Ooh o;; �^,�
6" MIN DEPTH COMPACTED CRUSHED SURFACING —J CAST IN PLACE
(NON- CAISSON CONSTRUCTION METHODS ONLY) BENCH AND
MANHOLE BASE
3 SADDLE MANHOLE DETAIL
NTS
1' 2' 1'
• o �4
v .4
'v � • • , .4 .4 ,
N a a•' °
6 -4 A
• a Y °
v a
CROSS SECTION-
NTS
• vd
D
T
POLYPROPYLENE
d v
m
s
MANHOLE STEPS (SHOWN
`
i.
_
ROTATED FOR CLARITY)
°
y
. 4 �
W
z
d
48 0 PRECAST
o
CONC. GROUT
SADDLE MH BASE.
0 MH WALL
4
Li
J
0
CUT OUT TOP OF
a
PIPE AFTER
BENCH IS FORMED
a
a
SEE PLAN
F
a
AND PROFILE
WATER STOP
4J
FOR PIPE
A ROUND PIPE TO
DIAMETER
PROVIDE WATER
TIGHT SEAL
CHANNEL DEPTH
8 0MIN
SHALL BE 3/4
4
OF DIAMETER
R
OF THE PIPE
'
r
i
r
r
r Z
c
�
4"x8%8" SOLID
r
��
r .
6 "MIN
'
CONCRETE BLOCK
r
(SEE NOTE)
Q o O� C�`•Q•b o`�° 0� °000` p� p �O 000°oo o p o�00 0 -� o �O 000�o Up o o� Uv0'�i ob° _o��� �_�
0000 � O 00o g0 0 oQOc4 000 0 0 o�Od' O OOo O g�� °�'�
00000° 000000 � 0 �o °OODOo�oOo �oo0 °OOo� �o0°O"' Ooh o;; �^,�
6" MIN DEPTH COMPACTED CRUSHED SURFACING —J CAST IN PLACE
(NON- CAISSON CONSTRUCTION METHODS ONLY) BENCH AND
MANHOLE BASE
3 SADDLE MANHOLE DETAIL
NTS
1' 2' 1'
• o �4
v .4
'v � • • , .4 .4 ,
N a a•' °
6 -4 A
• a Y °
v a
CROSS SECTION-
NTS
PROFILE.
NOTE: CONTRACTOR TO PROVIDE CONNECTION BETWEEN ANCHOR
AND CASING TO PREVENT SLIPPING DURING INSTALLATION.
S- 368506
STEEL CASING ANCHORED
TO CONCRETE BLOCKS
NTS
REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP: PAT MILLER
REVISED BY: STEPHANIE M. ARD
DATE: 2/20/2015
CONTRACTOR: A ADVANCED SEPTIC SERVICES, INC.
w AL
♦ �' '1, 1Q
�O R 38087
�CISTER� F' 46
♦♦ �SSIO�, A L
.,����.
CRD SHT. 6 OF 8
_z
T
i
- T
= '1•
zi,
;i_I
>
J•
D_
Z:
T
T
x �
:z
T
t
4
Z
i
I
7
I
I
e:
Z
G1
Z
C
ca
m
n
0
a
z
c�
z
C
3
m
N
f
ti
-N f
1
X
z
z
I
• vd
D
T
T
d v
m
s
N
; 4°
i.
d. .
°
y
. 4 �
d
PROFILE.
NOTE: CONTRACTOR TO PROVIDE CONNECTION BETWEEN ANCHOR
AND CASING TO PREVENT SLIPPING DURING INSTALLATION.
S- 368506
STEEL CASING ANCHORED
TO CONCRETE BLOCKS
NTS
REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP: PAT MILLER
REVISED BY: STEPHANIE M. ARD
DATE: 2/20/2015
CONTRACTOR: A ADVANCED SEPTIC SERVICES, INC.
w AL
♦ �' '1, 1Q
�O R 38087
�CISTER� F' 46
♦♦ �SSIO�, A L
.,����.
CRD SHT. 6 OF 8
_z
T
i
- T
= '1•
zi,
;i_I
>
J•
D_
Z:
T
T
x �
:z
T
t
4
Z
i
I
7
I
I
e:
Z
G1
Z
C
ca
m
n
0
a
z
c�
z
C
3
m
N
f
ti
-N f
1
X
z
z
I
D
T
T
O
m
s