HomeMy WebLinkAboutzW-3408SetFLOWS ANTICIPATED" IN THE GARAGE AREA, BUT IN ,NO- CASE N 184488.56 4,- �9�:;T- '
Q _ WILL BE LESS THAN `20CI- GALLONS OF STORAGE CAPACITY. E 1307394.49 - E lz58' 396.75 B100
"-`-=THE TYPE OF INTERCEPTOR SHALL BE AS- MANUFACTURED BY 1-8x6': 'TEE (MJxFL) CS 3 - "CHECK VALVE ASSEMBLY
PIPE'INC „_UTILITY VAULT -INC., OR APPROVED EQUAL. 1- 6"GATE VALVE IN VAULT N 184409.22 '
'TH OR- APPROVED
LF SPOOL SYSTEM INSTALLED, INSIDE E 1307388.66,;':
�- 2. IM PART EN THE RENTON HIGHLANDS WATER MAIN 1 -FIRE HYDRANT ASSEMBLY � BUILDING F PEi CONTRACTOR _
F-- IMPROVEMENTS PROJECT DEPARTMENT 79), THE CITY OF _� 1 -8' VERTICAL CROSS MJxFL
( ) INSIDE INDICATOR VALVE__ N- 184393.65
RENTON WATER UTILITY DEPARTMENT WILL INSTALL NEW' - FOR'POLYPIGGING PER CITY., J - INSIDE BUILDING "E 1307384.23-
- AVE NCH WATER MAINS IN NE SUNSET BLVD, HARRINGTON MAINS STD. DETAIL B '114 - _.PER CONTRACTOR
I— AVE NE, AND NE 9TH ST. THE NEW 12 -INCH WATER MAINS --- - - - --” -.
WILL PROVIDE THE REQUIRED FIREFLOW DEMAND FOR THE W /THRUST BLOCK`
HARRINGTON SQUARE DEVELOPMENT.' N 184498.02 " - -- N 184334-33
-' -_ - E 1307396.06 EIRE DEPARTMENT E 1307397.5?
3. AN- AGREEMENT BETWEEN_ THE-`CITY OF RENTON-AND 8' CAP " -` CONNECTION. - - -- - PER CONTRALTO
HARRINGTON SQUARE DEVELOPMENT MUST, BE EXECUTED FOR _ _ -., .. (FDC) '
W THRUST -BLOCK
THE JOIN- FUNDING OF THE WATER MAIN IMPROVEMENTS- /
PROJECT BEFORE THE CITY CAN ADVERTISE THE PROJECT'
FOR CONSTRUCTION BIDS. "
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FIGURE 1
9¢�i !TIC RAX N0. pas EIDCPN
00i1� BL'AC� ® PROOC
RNLI PM
P Nt M'@10 VA0
D= NAMES= SP PAM
NOTES;
1. PROWS UNIFORM SUPPORT UNDER TMRREI_
2 HMO TATP INDER NAUNOOS
a COMPACT SECOND MAIDUAL TO M MAX DENOW DrcEFT OREGB.Y OIER PPE
HAND TAMP ONLY.
4 EEE'b(GVATION AND P1®MATKN W ORRC N RE 6WRMY EEWIDS RFDRON
OF BE STANDAID SPE61CTAllO6 FOR TRENCH WmTH 'r AND RSNCHING MONS.
THE PIPE ZONE LULL BE 1HE ACTUAL TRENCH w1N. IXOPT FOR GLASS A
@CHID THE MNYUM CONDOR WITH SHALL E 1 -1/2 IA + 187.
a 115NtlR BACDIL SOUL CGM`= 10 "INOrL HC EWFTR TIENC(W N THE
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BAQIWL MATEPML
L SFE uBMM MATFRAL FOR RIND PPC N THE ACCHEII BECIIO! W BE
1RANDMD SPECFICARONO FOR RE MAIEWAL spmm!F CATIONS
7. SIX "BIDDING MARWAL FOR FIEI®li For N WE AGOE0,11I6 SECDW OF
STANDARD SPEORMITION FOR THE MATDMAL EPEtlFI IMM
OIL PIPPETM.E M040FO N RICH A MANOR AS TO EN91PE FLOK UE IS
6
• A - C MIA 2T' W. AND UNOER
C MN. OVER 27' I.D.
PRD >®o®la PDY NTRL4! �
4 PM
SW 1/4 of NW 1/4, S. 099 T.23N., R.5 E., W.M.
A PLAN NEW
L O
VALVE ox uD vnTN EARS
IN DIRECTION OF
WATER 2' SQUARE
MARL AND WORD 'WATER" OPERATING NUT
CAST INTO IT
SEE DETAIL
41/4 OIA
1/e MIN.7IgwESS
II -2 PIECE CAST IRON VALVE
BOX, RICH- SEArn.E TYPE
OR OLYMPIC FOUNDARY LENGTH REQUIRED
i/8' YIN. THICKNESS
2 -114 INSIDE MEASUREMENT
2 -1/4- DEPTH
T�
9 52'
u•
1
VALVE PARKER POST
VAI VE OPFRARON MILT EkTFNSI(N NDTE
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
BNDNG GLASS DEROH
OOEHR(IN
GLASS A
LASS S
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6
• A - C MIA 2T' W. AND UNOER
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PRD >®o®la PDY NTRL4! �
4 PM
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A PLAN NEW
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IN DIRECTION OF
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CAST INTO IT
SEE DETAIL
41/4 OIA
1/e MIN.7IgwESS
II -2 PIECE CAST IRON VALVE
BOX, RICH- SEArn.E TYPE
OR OLYMPIC FOUNDARY LENGTH REQUIRED
i/8' YIN. THICKNESS
2 -114 INSIDE MEASUREMENT
2 -1/4- DEPTH
T�
9 52'
u•
1
VALVE PARKER POST
VAI VE OPFRARON MILT EkTFNSI(N NDTE
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
VALVE MARKER NOTES
VALVE MARKERS SHALL BE EQUAL TO
IS MORE THAN THREE (3) FEET BELOW FIMSHED
CARSONITE unuTY MARKER
GRADE EKTENSIONS ARiE TO BE A MININMUM OF
NOTES:
ONE (1) FOOT LONG. ONLY ONE EXTENSION TO
VALVE MARKER POST TO BE USED FOR ALL Vtl.VB
BE USED PER VALVE.
MAIN LINE VALVES OUTSIDE PAVED AREAS Am VNM 31111111111111 FOB!
NOTE ALL D AS NO ARE TO MADE OF - -- a B
STEEL, SIZED AS NOTED. AND PAINTED WITH ®�
IYFD COATS OF METAL PAINT.
P Nt 7i 7100/r
VALVE OPERATING NUT EXTENSION
AND VALVE MARKER POST
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BLOCKING eS �\N 25 �� PW�,
29, AN SLOPE
6" SIDE OUTLET TEE / HORIZONTAL
SEWER MAIN L�� MAIN
B" MIN.
CONCRETE BLOCKING ANGIE
OF TEE AT MAIN OVER 75 TYPICAL ME SEAM M EVATION
ELEVATION
NOTE
UNJSS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
BrAnutm ® I
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SEWER MAIN TO PROPERTY LINE)
ANHOLE FRAME AND COVER
B
PROPERTY LINE
SEE DRAWING EIR29
NOTES:
12' 24
ADd1SIMENT (4 MIN.)
1. STEPS TO BE 3/4 0 DEFORMED BAR GALVANIZED SAFEII'
3
24 YN.
STEPS OR EQUAL
54' MH
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F
6 -0'
24- YN.
c
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FUTURE
B" BUILDING SEWER PIPE
I
427 MIN
SEWER
IN ACCORDANCE WITH ASM C -443
CONCRETE
5. ALL JOINTS SHALL BE GROUTED.
^\BUIILLDING
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6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
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PORTION WHITE ANS STENCIL ON SIDE
rCONCRETE RISER BY PIPE INC.
WASSER MFCONSEAL Ct APPROVED EQUAL
WORDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
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AND #8 MIRE WRAPPED AROUND THE STUD AND
S" SIDE SEWER AMID R---G SEWER
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EXTENDED TO THE TOP OF THE STUD.
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UNLESS OTHERWISE BY THE CITY, MAKE TAP THROUGH CAST
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IRON SADDLE SECURED
ED TO SEWER MAN WITH STAINLESS STEEL BANDS
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SIDE
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VITRIFIED CLAY. PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
� Im r.ACT 11 N RIRE
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PIPE SEWER MAINS ARE TO BE CORE DRILLED
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BLOCKING eS �\N 25 �� PW�,
29, AN SLOPE
6" SIDE OUTLET TEE / HORIZONTAL
SEWER MAIN L�� MAIN
B" MIN.
CONCRETE BLOCKING ANGIE
OF TEE AT MAIN OVER 75 TYPICAL ME SEAM M EVATION
ELEVATION
NOTE
UNJSS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
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12. (TYPI MAX PIPE SIZE - 'E'
DER -STD. ALUMINUM
OR GALVANIZED STEEL
ORTAR FILLET-- PRECRETE SHELF
.M 11L SECTION
I —I I— S- MIN. (TYP)
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
SANITARY MANH
COLOR OF COATING SHALL BE WHITE
7. RUBBER GASKETED JOINTS SHAH BE N CONFORMANCE
WITH ASTM C-441
S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE
0. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ANHOLE FRAME AND COVER
B
SEE DRAWING EIR29
NOTES:
12' 24
ADd1SIMENT (4 MIN.)
1. STEPS TO BE 3/4 0 DEFORMED BAR GALVANIZED SAFEII'
5 YIN
24 YN.
STEPS OR EQUAL
54' MH
E
2. STEPS ARE Ti BE IN PLACE BEFORE MANHOLE SECTIONS
D'
24- YN.
O
;mV
LIBBER GASKEIED JOINTS
3. CASTING TO BE PER DRAWING SR29.
1 8 MIN.
427 MIN
4, CTIONS TO BE OF REINFORCED PRECAST
IN ACCORDANCE WITH ASM C -443
CONCRETE
5. ALL JOINTS SHALL BE GROUTED.
STEPS - 3/4' DEFORMED BAR
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
SURFACS, INCLUDING CHANNELING, COATED (SEALED)
6 -1/2'
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WITH A HIGH SOLIDS URETHANE COATING.
rCONCRETE RISER BY PIPE INC.
WASSER MFCONSEAL Ct APPROVED EQUAL
12. (TYPI MAX PIPE SIZE - 'E'
DER -STD. ALUMINUM
OR GALVANIZED STEEL
ORTAR FILLET-- PRECRETE SHELF
.M 11L SECTION
I —I I— S- MIN. (TYP)
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
SANITARY MANH
COLOR OF COATING SHALL BE WHITE
7. RUBBER GASKETED JOINTS SHAH BE N CONFORMANCE
WITH ASTM C-441
S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE
0. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
TYPICAL D
FINISHED GRADE ELEVATION
3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12 -INCH DIAMETER AND OVER)
NEW WATER MAIN I POLYPIG
—D
VERTICAL CROSS FOR POLYPIGGING STATION:
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AFTER REMOVAL OF POLYPIG
Siff OF VERTICAL CROSS SIN.L E THE SWE AS SIZE OF MAN LINE
VERTICAL CROSS (MI X FL)
ON BUND FTANE ON TOP OF CROSS WITH 2' TAR d 2' TFMIDRALN' RON-OFF ASSEMBLY
(RUNNE SIMI ASSEMBLY AND INSTALL 2' PLUS AFTER RIIOVAL. OF CEMON0. 4HOLY -FIG7
ONE BLIND FIANCE ON BOTTOM OF CROSS
ONE PING 00 ON END OF GROSS
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ALL DEBRIS AND POLYPTGS $KILL E REMOVED FROM SNP OF VERTICAL CROSS BEDS
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8 MIN.
5 YIN
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21 IA
54' MH
54
15 MIN.
S5 MN.
24- YN.
24 I.D.
BO' MH
I 60
B MIN.
1 8 MIN.
427 MIN
I 3T I.D.
TYPICAL D
FINISHED GRADE ELEVATION
3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12 -INCH DIAMETER AND OVER)
NEW WATER MAIN I POLYPIG
—D
VERTICAL CROSS FOR POLYPIGGING STATION:
>�� lll�i !aL'3L Dlm1II,
Ni RII�IlMM
DING, EMIR 9178 8P PA@Im
TEMPORARY 2" GALVANIZED PIPE
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AFTER REMOVAL OF POLYPIG
Siff OF VERTICAL CROSS SIN.L E THE SWE AS SIZE OF MAN LINE
VERTICAL CROSS (MI X FL)
ON BUND FTANE ON TOP OF CROSS WITH 2' TAR d 2' TFMIDRALN' RON-OFF ASSEMBLY
(RUNNE SIMI ASSEMBLY AND INSTALL 2' PLUS AFTER RIIOVAL. OF CEMON0. 4HOLY -FIG7
ONE BLIND FIANCE ON BOTTOM OF CROSS
ONE PING 00 ON END OF GROSS
CONCRETE BLOCKING
ALL DEBRIS AND POLYPTGS $KILL E REMOVED FROM SNP OF VERTICAL CROSS BEDS
OISNFECIgN OF NEW WATER MVN
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