HomeMy WebLinkAboutR-410939NW-5-22-5
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SUBGRADE TOPSOIL8" tdlN. ORGANIC TOPSOIL6" TO TOP OF PER ICCC 16.82 a
ANGLE STOP f a
3/4" & 1' SERVICES
yr: PIT RUN 3' MINUS PIT RUN 3" h11NU5
BiZ (TYPICAL) 3' MIN. w,% COMPACTON CRUSHEC ROCK 3' MIN. 95% COMPACTON CRUSHED ROCK v
FLOW 5 8"-1 1 Z"
NATIVE MATERIAL IF NATIVE MATERIAL IF
APPROVED BY DISTRICT PIT RUN 3' MINUS APPROVED BY PIT RU14 3" MINUS
1 17 AND RIGHT-OF-WAY 9h COMPACTION CRUSHED ROCK DISTRICT AND 907 COMPACTION CRUSHED ROCK
AGENCY CONSTRUCTION 5/B'-I 1/2" PERMITTING AGENCY 5/8"-1 1/2"
REPREJENTATIVE
I
12" MIN. 90% COMPACTION
INLET OUTLET 12" MIN, g117f COMPACTION I �
SAND -SOIL ENGINEER APPROVAL SAND -SOIL ENGINEER APPROVAL fJ
do COMPACTION TEST REQUIRED & COMPACTION TEST REQUIRED
PEA GRAVEL PEA GRAVEL C
5/8' MINUS CRUSHED 5/8" MINUS CRUSHED z
MID -STATES PLASTIC HDPE METER BOX NO. BC1118128XL EQUAL DIST. INLET OUTLET
6' MIN. 6" MIN. 51N G H
i
f I r Ry .t WA
EQUAL DIST- I I 1 I r �� �1�`.�
2"-4" ROCK OR 2"-4" ROCK OR I�CrR O
SOILS ENGINEERING �� go'. COMPACTION ( OTHER MATERIAL SOILS ENGINEERING—�-- 90!. COMPACTION � OTHER MATERIAL I `n
� ` ' DETAIL NEEDED 1L — - — — — — — � LISTED DETAIL NEEDED LISTED ABOVE1 ABOVE SL — — — — — — — JI I � �,• .,. y r _
LnI y� v 41 73
wp O •c GTE��� �C�\�4,
f:: ,:`;•-;; °I�` NOTES: L��)�'fAL��
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1, IML AVL.Lt�JW'Z MUJ1 pt LWUA,L UISIANUt fKUM IML LUr4UIIUUINAL SIDES OF THE
METER BOX. THE TOP OF THE ANGLESTOPS MUST BE 6 BELOW THE BOTTOM OF THE
1. BEDDING -IN RIGHT OF WAY. DRIVEWAY
PARKING LOTS, PAVED AREAS, AND NON-
0
�.
METER BOX LIC. THE ANGLESTOPS MUST BE BETWEEN 1" AND 2' FROM THE LATITUDINAL
PAVED AREAS.
I
END OF THE METER BOX AND MUST BE VERTICAL 90' TO GROUND LEVEL,
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2. BEDDING FOR RIGID PIPE -NATIVE MATERIAL
0
2. THE ANGLESTOP CONNECTION ON THE CUSTOMER'S SIDE OF THE METER MUST REMAIN 114
UNLESS JUDGED UNSUITABLE BY THE
ai
A VERTICAL POSITION AFTER THE CONNECTION TO THE CUSTOMER'S LINE HAS BEEN
DISTRICT AND RIGHT-OF-WAY AGENCY
CARSON HDPE LID #11184135 MARKED "WATER"
COMPLETED,
CONSTRUCTION REPRESENTATIVE.
0
3. THE METER BOX MUST REMAIN FREE OF FOREIGN MATERIAL SUCH AS CONCRETE do ITS
3. TRENCH BACKFILL, BEDDING AND MATERIAL
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BY-PRODUCTS.
TO CONFORM TO RIGHT-OF-WAY AGENCY
0
SPECIFICATIONS AND DISTRICT STAI'113ARDS
TRENCH WIDTHS
NOPIPE
PE L
DIAMETER
MININUtd
EARTH
MINIMUM
ROCK
MAXIMUM
2
18
24
36
3
18
24
36
4
18
24
1 36
6
1 21
1 24
36
B
1 24
1 24
36
12
1 26
1 28
40
1. BEDDING -IN RIGHT OF WAY, DRIVEWAY
PARKING LOTS, PAVED AREAS, AND NON -
PAVED AREAS.
2. BEDDING FOR RIGID PIPE -NATIVE MATERIAL
UNLESS JUDGED UNSUITABLE BY THE
DISTRICT AND PERMITTING AGENCY.
3. TRENCH BACKFILL, BEDDING AND MATERIAL
TO CONFORM TO PERMITTING AGENCY
SPECIFICATIONS AND DISTRICT STANDARDS.
TRENCH WIDTHS
NOMINAL
PIPE
DIAMETER
MINIMUM
EARTH
MINIMUM
ROCK
MAXIMUM
2
18
24
36
3
18
24
36
4
18
24
36
6
21
1 24
36
B
1 24
1 24
36
12
1 28
1 28
40
SEP 0 8 202
4. METER BOX SUPPLIED BY DEVELOPER/CONTRACTOR, METER BOX SHALL BE PER (IN INCHES) (IN INCHES)
Cd
STANDARD DETAILS W-17 AND W-15. J O
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TYPICAL TRENCH DETAIL 5°°s `R� TYPICAL TRENCH DETAIL W
W
w _ (OUTSIDE ROADWAY)
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HDPEMETER BOX & LID METER v ca REVISION DATE SCALE DISTRICT APPROVAL DAIE APPROVED
f `r-••{ _ � r� p� RENSIDfl DA MAY 17, 2Q11 SCAIIi NTS D6TRIC7 APPROVAL K,V. ATE APPRJUNE D2, 2D11 � 1�
? MAY 17, 2011 NTS K.V. JUNE 02. 2011
0 ' � 3 FOR 5/8'Ix3/4" METER INSTALLATION �� s 9� FlLE MANE ¢ 5��� LE NAME DWG. N0. W-34
O j r M;\5005 CREEK WdcS\DESIGN STANDARDS\5V1R DTLS\W-33 DWG, N0, W-33 M:\5005 CREEK 4!&S\DESIGN STANDARDS\WTR DTLS\4Y-34
SCALE PI°"N'"� •�i0�=ri`"%.I 1'�.�IE APVRnhED l,�L. EV190N DATE SCALE ISTPoCT APPROVAL GATE APPROVED
'r SE1tiC14 �` - FILE Nan1E CEU. 21. 201 ? n : s o t E0 ;:I, iG' +P� 36►fi R fi
9-23-14 NTS K. SEPTEM6ER 23, 2014
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CRUSHED ROCK, FLOWABLE FILL n�L%)�/. f � � Q Li I NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
ul OR AS REQUIRED BY ENGINEER �i f VIA Sy� AN ELECTRONIC DUPLICATE, THE ORIGINAL, SIGNED BY THE C
�0 �� ENGINEER AND APPROVED FOR PUBLICATION 15 KEPT ON FILE AI coN J W
TYPICAL TRANSVERSE PATCH CD � �� i � THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. O O �
FOR MINIMUM STANDARDS, SEE DWG/f FIR-05, FOR FLEXIBLE: PAVEME:N'ICITY OF =NT cn
SP PAGE H032 r� ,=* .'/� cNCINm11Hc DEPARTMENT O
0 GT._.` ADOP'1'LU RFEL cls9ERE� �r� KETj.j. FLEXIBLE PAVEMENT PATCHING
CITY OF RFNTON TRANSVERSE CUT 06 W
STANDARD PLANS
L51' DATE. r17/20t14 CESIGNEp RR SCALE NONE STAr111AN0 PLAN Q
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DRAWIr
n7/=4 W-01i , NCTES Ph' f E CNECKEO DATE - C — 6 A
\ is REVISION BY ANPR D DWG. NAME: HR-2.3 SP PAGE: H032A .=PPOVED V F Q
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7 SHEET 5 OF
o PLAN REVIEW #12-891 DRAWING F2.013
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