HomeMy WebLinkAboutR-398822N
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REMOVE EX_ WM AS REO'D
DI CL. 52 SPOOL
LENGTH AS LENGTH AS x LF REO'D
NEEDED NEEDED MJ SLEEVE
PROPOSED UTILITY W/MEGA—LUGS
I A (SEE MOTE BELOW)
EX_ DI OR A/C Wkf — — — — — — — — — — — 1"?C. bE QR A/G WM
r
VERT. THRUST BLOCK f�717
W/ REBAR STRAPS DI CL. 52 SPOOL x LF REVD
(TYP. OF 2) I (TYP. OF 2)
45` BEND (MjxMj)
PROPOSED DI CL. 52 4VM �� W/MEGA—LUGS
(TYP. OF 4)
ALL BELLS HETWEEN FITTINGS 12" MIN. VERT. CLEARANCE
SHALL HAVE FIELD—LOK GASKETS. BETWEEN UTILITY & TOP OF WM
UNLESS 07HERWISE SHOWN ON
PROFILE, IF CROSSING GRAVITY SEWER
MIN_ 18" VERT. CLEARANCE REQUIRED
(SEE NOTE 2 BELOW)
NOTES;
I. MEGA —LUGS SHALL NOT BE USED ON EXISTING WATER MAIN PIPE IF FXISTING PIPE IS
CLASS 50 D.I. OR A.C. PIPE. MJ SLEEVE TO BE INSTALLED ON CLASS 50 D.I. Plp_
TRANSITION! COUPLING TO BE INSTALLED ON A.C. PIPE. BLOCKING SHALL BE DETERMINED
IN NIELD B? DISTRICT FIELD REPRESENTATIVE.
2. SANITARY SEWER SHOULD BE LOCATED BLOW WATER MAINS IF POSSIBLE_ GRAVITY
SEWERS MAY BE LOCATED A80VE WATER MAINS AS LONG AS THERE tS 18" MIN,
SEPARATION AND THE WATER MAIN IS CASED FOR AT LEAST 10' EACH SIDE OF THE
CROSSING.
�. PRESSURE SEWER MAINS SHALL ONLY BE LOCATED BELOW WATER MAINS WITH 18"
MINI, SEPARATION WATER MAIN SHALL ALSO BE CASED FOR 10' EACH SIDE OF
CROSSING.
EPA
1505 Westlake Ave. N.
Suite 305
Seattle, WA 98109
TYPICAL UTILITY/ WATER MAIN
CROSSING
VISION DATA SY,• E DISTRICT APPROVAL HATE APPROVED
MAY 17. 2011 N'S K_v_ JUNE 02, 2011
E NAME
M: 500E CREEK W&S\1)ESICN 51ANDARR5\WTR DTLS\W-32 DWG. NO. W-32
UTILITY/WATER MAIN CROSSING
T (206) 522-9510
F (206)522-8344
WWW. PAcLAND.COM
N TS
11\\\II� ,11111JJ
�uuIII ouuu iuuul
1
SUBGRADE
i
8' MIN. ORGANIC TOPSOJL�
PER KCC 16.82.100
TDP SOIL
s5� iuOMPACTfliI PIT RUN 3n MINU5 PIT RUN 3" MINUS
3` MIN. 3' MIN. 95% CO1PACTON
RU5+iEO ROCK CRUSHED ROCK
5/8"-1 1/2- 7/8"-1 1/2"
NATIVE MATERIAL IF NATIVE MATERIAL IF
APPROVED BY DISTRICT PIT RON 3" MINUS APPROVED BY PIT RUN 3" WNUS
AND RIGHT —OF --WAY 90% COMPACTION CRUSHED ROCK DISTRICT AR6 90% CCWPAC71ON CRUSHED RflCI{
AGENCY CONSTRUCTION) 5/V"-1 1/2" PERMITTING AGENCY
REPRESENTATIVE
I
12" MIN. 903 COMPACTION 12" MIN. 90% COMPACTJON
i - -
SAIvD SOIL ENGINEER APPROVAL SAh1i1 SOkL ENGINEER APPR4VAi-
COMPACTION TEST REQUIRED & COMPACTION TEST REQUIRED
PEA GRAVEL PEA GRAVEL
5/15' MINUS CRUSHED 5/8" MINUS CRUSHED
6" fMIN.A IMIN.
i f
f }
f 2"-4" ROCK DR 4 j 2"-4" ROCK OR
SOILS ENGINEERING94% COMPACTION f OTHER MATERIAL SOILS ENGINEERING---909 COMPACTiON 07HER MATERIAL
DETAIL NEEDED f LISTED ABOVE DETAIL NEEDED LISTED ABOVE
NOTES:
1. BEDDING —IN RIGHT OF WAY, ORIVEWAY
PARKING LOTS. PAVED AREAS, AND NON —
PAVED AREAS.
2. BEDDING FOR RIGID PIPE —NATIVE MATERIAL
UNLESS �kUDGED U.NSUiTABLE BY THE
DISTRICT AND RIGHT—OF—WAY AGENCY
CONSTRUCTION REPRESENTATIVE.
1 TRENCH BACKFILL, BEDDING AND MATERIAL
TO CONFORM TO RIGHT —OF --WAY AGENCY
SPECIFICATIONS AND DISTRICT STANDARDS.
TRENCH WIDTHS
NOMINAL
PIKE
DIAMETER
MINIMUM
EARTH
MINIMUM
ROCK
MAYIMUM
2
18
24
36
3
18
24
1 36
4
18
24
36
6
21
24
36
8
24
24
36
12
28
28
40
(IN INCHES)
TYPICAL TRENCH DETAIL
REVS10N DATE SCALE DISTRICI APPROVAL DAlt APPROV1 D
_ MAY 17, 2011 NITS K.V. JUNE 02, 20,
FiLE NAME
M:\SDOS CRFF-K W&S\DESIGN STANDARDS` WR DTLS\W-33 DWG. NO -33
TYPICAL TRENCH
N TS
NOTES;
1. BEDDING --IN RIGHT OF WAY, DRIVEWAY
PARKING LOTS, PAVED AREAS, AND NON —
PAVED AREAS.
2 RFDDINIG FOR RIGID PIPE —NATIVE MATERIAL
LIDLESS JUDGED UNSUITABLE BY THE
DISTRICT AND PERMITTING AGENCY.
3. TRENCH BACKF'ILL, BEDDING AND MATERIAL
TO CONFORM TO PERMITTING AGENCY
SPECIFICATIONS AND' DISTRICT STANDARDS.
TRENCH WIDTHS
NOMINAL
PIPE
DIAMETER
MINIMUM
EARTH
MINIMUM
ROCK
MAXIMUM
7
18
24
36
3
16
24
36
4
16
24
36
fr
21
24
36
a
24
24
36
12
za
28
40
(IN INCHES)
TYPICAL TRENCH DETAIL
(OUTSIDE ROADWAY)
REYISJON DATE 5GALE I DISTINCT APPROVAL PAIE APPROVED
MAY 17, 2011 NTS K_V_ JUNE 02, 2011
FIX NAME
Md \SOOS CREEK W&S\DESIGN STANDAR5S\WTR DTLS`kW-34 DWG. NO. I W-34
TYPICAL TRENCH (OUTSIDE ROADWAY)
N TS
R-398822
W-398803
FOR INFORMATION ONLY
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