HomeMy WebLinkAboutWTR2702165.10SECTION 18, TWP 23 N, RGE 5 E, W.M.
FOGTITE NO. 1 D METER BOX WITH LOCK TOP OR EQUAL.
PAINTED BLUE
4" POST
INDICATOR VALVE (MJxMJ) FOR 3/4" - 1 DCVA USE FOGTITE NO. 2 SL
FLUSH WITH METER BOX WITH SLIDE LOCK TOP FOR 2-3"
2-3/4" SHACKLE RODS PER FINISH GRADE DCVA USE UTILITY VAULT CO. 25-TA OR EQUAL.
4" 90° BEND(MJ) CITY OF RENTON SPECIFICATIONS
(TYPICAL)
0 12" 13 LF 4' DI 4" 90° BEND (MJ)
� 7' - 0„
d-
4" FLxMJ ADAPTOR'.
4"TEE (MJxFL)"-
4 FLxMJ ADAPTOR
��- 4" TEE (FL)
N
El
„ NDEADMAN BLOCK
PRECAST CONCRETE VAULT WITH 2 3 x3 HINGED REQUIRED WITH
STEED PLATE OVER. OUTSIDE DIMENSIONS SHACKLING TO TEE
4'-8x7'-0". EgUA,� TO PIPE INC. OR UTILITY VAULT
WITH 57-7L- 2 x3 DIAMOND I LATE DOORS) TWO PIECE CAST IRON VALVE BOX,
6" 4" OR 3" GATE VALVE (FLxFL) EQUAL TO OLYMPIC FOUNDRY CO.
NON -RISING STEM WITH HAND WHEEL STANDARD 8" TOP SECTION, WITH
EQUAL TO MUELLER CO. A-2380-6. REGULAR BASE SECTION LENGTH
6" OR 4" (FLxPE) CEMENT 3" 4" TO FIT.
LINED DUCTILE ��ON PIPE
CLASS 52 3 -6 „LONG
-LADDER WITH
..SUPPORT BARS
PER OSHA
O _O
ON -SHRINK EPDXY N
'
GROUT
GENERAL NOTES:
ALL METERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE NOT
SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF YOUR
R;�E
EQUpIRRE�NDIBCOMBINATIONLE�RELMIEYN EgN �RINEGEqERPpN�GNNG'DEqP�TLAF OSRZ NITS INRSETALELA�TEION. BE
FITTIN�GSAOR TFi�IR CLEARANCERFROMVTHETVAIULTGWALLSH(WHICHTH
CLEARANCE SHALL 6E A MINIMUM OF 12" FROM THE ENDS AND THE SIDE
CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE VARIOUS STANDARD
DETAILS).
BEARS AGAINST SU OCCIENTAUNDISTDRBED EARTH SOSASLTO SUPPORT
THE DESIGNED THRUST.
WITH COLLAR 20 FROM "f 6", 4" OR 3" GATE VALVE
P.E. EQUAL TO THOSE - r N r (FLxMJ) EQUAL TO MUELLER
SUPPLIED BY PACIFIC o CO. A-2380-20.
WATER WORKS CO. INC. I
12" AROUN[
'T'"EOUODENSESMtERFLQALTOS
COMPO NDMETER. REDUCE AT
REDUCE AT M�TEF WITH
METER WITH 4 x3 FLxFL
CONCENTRIC REDUCER.
CONCRETE SUPPORT-J
PADS OR ADJUSTABLE
PIPE SUPPORTS.
ALTERNATE 1
WHEN THERE IS A PLANTING STRIP
3/8" EXPANSION
JOINTS
SEE NOTE 2
ALTERNATE 2
14"==
-6" OR 4" PExPE CEMENT LINED
DUCTILE IRON PIPE CLASS 52.
LENGTH TO FIT.
6" OR 4" FLEXIBLE FLANGED
COUPLING ADAPTOR, ROMAC OR
APPROVED EQUAL.
DATE I REVISION IBYIAPPR'
SIDEWALK DRIVEWAY OR ALLEY
3/8" EXPANSION To ono
JOINTS �q� �•-
SEE NOTE 2
1 SEE NOTE 1
A
3/8" EXPANSION
JOINTS
SEE NOTE 2
10"
4"
SIDEWALK
EXPANSION JOINT
DRIVEWAY OR ALLEY
fpe4
A
1"
S
O'er �ljq�-i'
-4a-
SEE NOTE 1
10"
WHEN SIDEWALK IS NEXT TO CURB
4"
SIDEWALK
NOTE:
1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL
NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL EXTEND 2-1/4" DEEP.
2. 1 /2" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH.
3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED
4. ALL JOINTS SHALL BE CLEANED AND EDGED.
5. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED
INTEGRAL WITH STANDARD CURB (SEE DETAIL "A").
6. SUBGRADE COMPACTION SHALL BE 95% MODIFIED PROCTOR.
3",4" & 6' COMPOUND
METER SERVICE
ADOPTED
CffY OF RENTON
Standard plans
I.9T DATE: 12/15/91
DWG. NAME: BR44 SP PAGE: B108
1"
CURB AND GUTTER
SHOWN HOWEVER,
OTHER CURBS MAY
BE USED (SEE
STANDARD PLANS)
DATE I REVISION I BY APPR'
EXPANSION JOINTS
SEE NOTE 2
U
LL
6' MIN o0
m Y Q✓
a0-
v/ mQ .,
6" RESIDENTIAL
10" COMMERCIAL
18 OR INDUSTRIAL
SEE DETAIL "A"
SECTION A -A
SCORE LINE
18„
DETAIL A
APPROACH WITH
MONOLITHIC CURB
SEE NOTE 5
CEMENT CONCRETE DRIVEWAY
OR ALLEY APPROACH
ADOPTED
CffY OF RKMN
Standard plans
IM DATE: 12/15/91
DWG. NAME: FRO N SP PAGE: F006
• '
■ I I •
�) ■ � � .I' ' ■ [C==
I�Il.ririll —IIi� II � �lil� � I � •
• • ' �I �' I '� :I II >IlCmill :I;I: I�
ON
ww
4" PERF. ADS TO -
DRAIN OR DAYLIGHT
7/8" MINUS GRAVEL 12" MINIMUM
DRAIN AND BUTTERFLY KEY SHALL BE PROVIDED TO OWNER.
BELOW GROUND INSTALLATION FOR 3/4" TO 3" DOUBLE
CHECK VALVE ASSEMBLIES
CENTER LINES
• 0 • • • • • • • • • ®• • • • • • • •-L4
• •••••••• •\••••••*-I-
3 f ` 4" YELLOW TYPE '1'
30, LINE MARKERS
DOUBLE YELLOW CENTER LINE 4" YELLOW TYPE 'lid'
LINE MARKERS (REFL,)
�:9'7�--15' 3' 4" YELLOW TYPE 'I'
LINE MARKERS
SINGLE SKIP YELLOW CENTER LINE 4" YELLOW TYPE 'lid'
LINE MARKERS (REFL.)
DATE I REVISION I BY IAPPR'
DOUBLE CHECK VALVE ASSEMBLY
ADOPTED
CITY OF RE MN
Standard pleas
IST DATE:12/15/91
DWG. NAME: BR54 SP PAGE: B101
TWO—WAY LEFT TURN LANE
—•1 • • T®• • • • 1• • 10 ?• • • • • • • • m
3'
I-- -t— ' —I --I I-
• • • • • •
9' 15
4» YELLOW TYPE 'lid' LINE MARKERS (REFL.)
12'
4» YELLOW TYPE 'I' LINE MARKERS
00
NUMBER OF 2—WAY LEFT TURN ARROWS
SPEED LIMIT 25 MPH ----- 200' O.C.
mot SPEED LIMIT 30-35 MPH -- 250' O.C.
SPEED LIMIT 40-45 MPH -- 300' O.C.
DATE I REVISION I BY APPR'
Leonard, Boudinot & Skodje Inc.
PROFESSIONAL ENGINEERS & LAND SURVEYORS
a ' 603 South First Street; P.O. Box 1 228
Mount Vernon, WA 98273
Tel: 206-336-5751 Fax: 206-336-398"
CHANNELIZATION MARKERS DETAIL
ADOPTED
CITY OF R&MON
Standard plans
I3f DATE: 8/89
DWG. NAME: HR-01 SP PAGE: H001
2
PER CITY/ARCHITECT COMMENTS
DEL
I HAF
8/12/94
1
REVISIONS PER CITY COMMENTS
DEL
HAF
7 14 94
NO.
REVISION
BY
APPR.
DATE
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
FRED MEYER
RENTON CENTER
DETAILS
DESIGNED: DATE: 8 /8 /9 4 FILE NAME: 94058
DRAWN: SBK
CHECKED: HAF SCALE: AS NOTED MELD BOOK: PAGE:
APPROVED: SHEET: C-3;ZOF: 3 (p
DIRL`G70R OF PU6LIG WORKS