HomeMy WebLinkAboutWTR2701429.1MIN
N
CONCRETE BLOCKING
16" x 8" x 4' MINIMUM
CONCRETE BLOCK
ONE N
COREY TYPE FIRE HYDRANT EQUAL TO IOWA F-5110 AS SHOWN,
PACIFIC STATES CAST IRON PIPE CO. MODEL 2, OR APPROVED
EQUAL 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN
VALVE OPENING. TWO 2-1/2` HOSE CONNECTIONS NATIONAL
STANDARD THREADS. L" PUMPER CONNECTION CITY OF SEATTLE
THREADS. 1-1/2" PENTAGON OPERATING NUT. FIRE HYDRANT
TO BE PAINTED WITH TWO COATS OF PAINT, PRESERVATIVE
PAINT N. 43-11L, INTERNATIONAL YELLOW OR APPROVED
7
EQUAL. PUMPER CONNECTION TO FACE ROADWAY
O
HYDRANT ASSEMBLY FOR 4-1/2' TRENCH
3 E CH.
BLUE TRAFFIC REFLECTOR
SEE STANOARO DETAIL
SHEET
TWO-PIECE CAST IRON VALVE BOX,
EQUAL TO RICH VALVE CO.,
STANDARD 8" TOP SECTION WITH
REGULAR BASE SECTION. LENGTH
TO FIT.
CONCRETE BLOCKING
--
0 -
CAST IRON TEE, WITH
6- FLANGE SIDE OUTLET
6- GATE VALVE IFL• MJI
-
EQUAL TO MUELLER CO A-2380-16
6" DUCTILE IRON PIPE, CLASS 52,
CEMENT LINED. LENGTH TO FIT
TWO 3/4- STEEL TIE RODS,
LENGTH TO FIT. SEE STO DETAIL
FOR TIE RODS.
7 CU. FT. MINIMUM WASHED
GRAVEL PASSING 1-1/2' AND
RETAINED ON 1/4_ MESH FOR
DRAIN
FIRE
HYDRANT ASSEMBLY
I
I-JEVfL ALL AROUI
N!! 7' RADR1s
FILL
CUT
HYDRANT LOCATION IN CUT OR FILL
2" BEEHIVE STRAINER
1" GALVANIZED IRON
PI PF TO FIT
2"x2"set" TEE, I" CLOSE
NIPPLE BETWEEN TEE 6 BEND -+--
W 90° ELBOW
2" GALVANIZED IRON PIPE
18" LONG
2" CAP WITH t/8" HOLE FOR DRAIN
MINIMUM 6"
T!!
G'
WASHED GRAVEL. PASSING 11"
AND RETAINED ON t" MESH -
2" OPEN PATTERN, RETURN BEND
/ 2" GALVANIZED IRON PIPE
7 FIELD LOCATE
CUT OPENING AS REQUIRED,
AFTEI; INSTALLATION, GROUT
AROUND PIPE
I" UNION 1" 90' ELBOW
I" NIPPLE
W CLOSE
177113
NIPPLE
P I 'UNION
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EX 6" D.I. PIPE
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STA. 10+00
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NOTE:
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION.
WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL
DEPTH OF LINE TO CREATE HIGH PDINT AT A. LOCATION W14ERE
ASSEMBLY CAN BE INSTALLED.
ALL PIPE AND FITTINGS TO BE GALVANIZED IRON EXCEPT FROM
WATER MAIN TO I" GATE VALVE SHALL BE COPPER. i
I 17"x28" CONCRETE METER BOX WITH
1/8" STEEL DIAMOND PLATE COVER
EQUAL TO FOG-TITE METER SEAL CO.
NO.2 METER BOX. FIELD LOCATE.
BRONZE GATE VALVE, SCREWED EQUAL
TO RED-VHITE VALVE CORP. FIG. NO. 280.
�- COUPLING COPPER TO
WALE IRON PIPE- FORD
C2D-44 OR EQUAL
"Jp Ope�• V -' (T a 0�, ✓ 1, L! I" IRON PIPE THREAD
I `�• •I�o "°D'a '� (10'P.' 1" TYPE "K" SOFT CORPORATION STOP WITH
.��° O° DpC'� •Cv.a^•Q 90° BEND FOR COPPER.
�er'OD,• `j�° U•� 0°� ( COPPER TUBING FORD TYPE F7250 ORE UAL.
1" 90° ELBOW 1" GALVANIZED IRON
PIPE TO FIT DOULBE STPJIP SERVICE
I" AIR 6 VACUUM VALVE, SCREWED. CLAMP WITH I" PPS TAP TO
APCO N0. 143C 0R EQUAL• FIT, EQUAL TO MEULLER CO.
wr,q �27-1429"lD AIR a VACUUM RELEASE VALVE ASSEMBLY
W ill
I" CLOSE
MIME �
T' 90- ELBOW
CONCRETE 1LOCKtNC
2..
1
-- --
F
•Ir ADDITIONAL ADJUSTMENT IS i
Rf QUI R[D, INSTALL ".. CLOSE
AT THI • 2-2" 90 1[ND, SCREWED
AT THIS ►OINT.
I rrEICID LOCATE
CONCRr T[ METER COS
2" Gprt
2` CLOSE
PIPE AS REQUIRED
NIPPLE
2" 90" EL10Y
12'• LONG
PLAN
4, NOTE: ALL ►I►C AND FITTINGS To !F ('Or1i'K OQ 6,Ipr,FSi
STA 10+04, 12' LT
!`X/ST1NG 10" GATE VALVE (FLxMJ)
6" x 10" REDUCER (MJxFL)
EQUAL
►IECE CAST IRON VALVE lotTAN Eti".11i" CONCRETE MTER 601 WITH
IP'70 TO RICO VANE [REG REGULAR
3/16' THICK DIAMOND PLATE STEEL
SE TIO SECTION, WITH NE WLAR RASE COVER. EQUAL TO FOG-11TE METER CONCRETE
14LF G" DI PIPE CLASS 52 SECTION LENGTH TO FIT SEK CO. NO. 1D METER 101 SIDEWALK
,. 6" MNMMUM
STA. 10+/8, 12' LT
v
6" x 12' SLEEVE (MJxFL) �-
WM-'-•��•�• 21" IxT[NSIDN NIPPLE IRON PIPE
• ss:•, t: THREAD 1Y NOS[ THR[AC VITM 2i"
a:.
CAI AND [GAIN EQUAL TO JAIYS
` "t. JONES J-)41
21".2" REDUCER SCREWED
STA. 10+22, 12' LT 2•• �errEn_ 2•• cofrdrL
6" x 6" CROSS fFLxMJJ 12' LONG uticTH To nr
2" GATE VALVE, SCREWED !
' 2".2".2" Tt[ -
I- CLOSE NIIILE BETWEEN
TEE A 90 ELROV
2" 90" ELBOW
2" CLDSE N" LE 2" 1f' LONG CJP(Yyt I 2' LONG F2
1[TWEEN G' OR ►LUC LENCTH TO PIT
•' 1 t" 90 tILBOW
r 10 CU.FT. WASHED GRAVEL PASSING 2" W WITH I/S" TAP root BRAIN
rLYC WITH 2'' 11' AND RETAINED ON t" KSN FOR OIUIN
INSTALL CONC. DEAD -MAN BLOCK C.I. CAP t7t
( SEE DETAIL THIS SHT, I OFIFSET -rAr Sa1AtL BE A
Row-jaJ" 48L ewo [JQP Ctm40PL&41-1 ,o a.P•o.ee• o=
•�•'�°e OO��Oo.00P'�,�• INSTALL A MIL POLYETHYLENE PLASTIC COVER
° °c; OVER WASHED GRAVEL. CUT HOLE FOR PI►E.
WE: 'MATERIAL To BE
TYPE �L COPPER
n / c ELEVATION
13 th . S l l \ Tp E / T PERMANENT 2" BLOW -OFF ASSEMBLY 5
STA. 3+63.20, 6' LF Q
N 6" xG" CROSS (FLxMJ) v
�0 0 3+'78.50
i� "�� �00 » W 125.964 � i 15LF 6" DI PIPE CLASS 52
EXISTING 6" DUCTILE IRON ( T✓ 1 CLASS 52
" 47LF F" -I. PIPE CLASS 52--.zo
50LM" D.I. PIPE CLAS 52 6'' STA. 3+78, 6' LT EX. 6" GATE VALVE
_ --- _ G" x 12" SLEEVE fFLxMJJ at STA. 2+50 9.5' LT
" STA 2+ 52.36
yym r (INTERSECTION OF
ME l3 T th PL &
STA 4+ 53 - 6' T. T CAMAS AVE NE)
STA. 4+53 24' LT 6X6 TEE iMJ X FL
NEW F.H. ASSY. 6- GV iFL X MJl
IN PLANTER CONCRETE BLOCK
STA. 4+94.46 /0'
G" TEE iMJ X M✓I
6" G. V. iRA✓ X MJ1
6" X 4" REDUCER (M✓ X Mil
4" G. V. 1MJ X Mil
CONCRETE BLOCK
EXISTING
EX. G" PLUG WITH 2" TEMPORARY BLOW/ OFF
ASSEMBLY & BLOCKING 3+78.5 ' `2T
EX. 6" GA TE VAL VE
STA 2+50 6' L T
280
1 1. All work materials shall be in conformance with the standards and specifications of the City of Renton Utility Department and the latest
edition of the WSDOT/APWA Standards and Specifications. A set of approved plans shall be kept on site at all times during
construction.
2. The hours of work in the street right-of-way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by
l the Department of Public Works at 235-2635. All street closures, artial or full, shall be approved by the Department of Public Works 24
hours i.^. advance. The Police Department, Fire Dcparimcni, and 911 shall be a tied 24 hours -'n advance.
3. All locations of existing utilities shown are approximate and it shall be the Ca:,t r-Cic:'s-s•'onsibility to verify the true and correct location
so as to avoid damage or disturbance. For utility locate call 48-Hour Locators, 1-800-424-5SS.
4. All water main pipe to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class 52.
Cement mortar hnmg and seal coating shall conform to AWWA C104 or latest revision. Pipe )Joints to be push -on or mechanical Joint.
Bedding to be class C. All ductile iron installed South of Sunset Blvd. (Empire Way, SR 900) and West of SR 167 (East alley
Freeway) or in soils of high resistivity shall
pipe be polyethylene wrapped per ANSI/AWWA C105-77 Standards.
S. Cast iron and ductile iron fittin shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI/AWWA
C110/A21.10-82. Cement lining shall be in accordance with ANSI/AWWA C104 A21.4-85. If fittings are 3 inches to 12 inches in diameter
and have mechanical joints, the fittings shall be in accordance with either ANSI/AWWA C1I0/A21.10-82 or ANSI/AWOVA C153/A21S3-
84. 3-inch to 12-inch diameter fittings which have mechanical joints and/or flanged joints shall be in accordance with ANSI/AWWA
C110/A21.10.A
82 or a combination of ANSI/AWWA C110/A21.10.82 and NSI/AWA CL53/A21S3 84 such that the portion of the
frttin with a or
joint(s), may be in accordance wi[h ANSI/AWWA C&3/A21-5 84 and that portion of the fitting with flanged
joints shall be in accordance with ANSI/AWWA C110/A21.10-82. Acceptance testing in accordance with section 53-53 of
ANS IAWWA C153/A21S3-84 or with section 10-43 of ANSI/AWWA C110/A21.10-82 shall be obtained by the contractor and
transmitted to the owner.
6. Gate valves shall conform to AWWA C500 and shall be iron body, bronzed -mounted, double disc with bronze wedging device and O-ring
stuffing box. Valves shall be designed for a minimum water operating pressure of 200 PSI. Gate valves shall be Clow List 14, Mueller
Company NO. A2380, or M&H. All valves 12" in diameter and larger, shall be installed in a vault. See water standard detail for 12" Gate
Valve Assembly Vault and 1" Bypass Installation.
7. Fire hydrants shall be Corey type (opening with the pressure) conforming to AWWA C-504-80 with a 6 inch inlet and a M.V.O. of 5 inches,
two 2-2 inch hose nozzles with national standard 7 inch, 60 de es V. threads, O.D. thread 4.875 and root diameter 4.6263, 1-1 inch
pentagon operating nut opened by turning counter clockwise (left
8. All water main 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All water main 12 inches and larger
shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, water mains are to be lowered to clear.
9. All water mains six (6) inches in diameter and larger shall be cleaned with pipe cleaningg "PIGS" prior to disinfection. The "Poly Pigs" shall
be Girard Industries Aqua Swab -AS or approved equal, 2 Ib/cu ft density foam with 90A durometer urethane rubber coating on the rear
of "PIG" only. "PIGS" shall be cylinder shaped with bullet nose or square end. The City will assist the contractor who will perform the
cleaning operation.
9a. All water mains and services shall be pressure tested to a minimum of 200 PSI or 150 PSI over operating pressure, in accordance with the
specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a
representative of the City of Renton.
9b. All water mains and services shall be disinfected by the injection of a 50 ppm (Minimum concentration) chlorine/water solution. Dry t
Calcium Hypochlonte shall NOT be placed in the pipe as lard. Chlorine shall be metered/injected in accordance with Section 7-11.3(12)E
or 7-11.3(12)F of the Standard Specifications referenced in 1 above.
10. A preconstruction conference is required prior to any construction. A minimum of 3 (three) working days notice is required for
scheduling Prior to scheduling the precon a permit information sheet must be supplied to the Utility Engineer's Office. Twenty-four hour
notice will be required prior to starting new construction.
11. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction.
12. Installation of corporate stops, water services, lines and meters shall not be done until all service agreements, meter applications,
construction permits, and payment of fees have been made to the City of Renton.
13. All connection to existing mains to be accomplished by the City of Renton, except wet taps which may be made by approved wet tap
contractors with prior approval of from the Department of Public Works. All necessary excavation and materials to be supplied by the
contractor and be on -site prior to City notifications.
14. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify the Utility
Department 24 hours in advance of backfdling all construction. The contractor as well as the Engineers shall keep as -built drawings.
15. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie-in.
16. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio
or equal approved in writing by the Department of Public Works.
17. Asphalt and concrete street paving shall be sawcut to a minimum depth of two inches. Oil mat streets may be spade cut. All surface
concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two inches or removed to an
existing expansion joint.
18. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of
Renton policy, within ten days. Call for subgrade inspection prior to placement of final patch. Trenches will not be left open over night
without prior written approval of the Inspector.
19. For City projects such as telemetry conduit, the PVC pipee used shall be schedule 40 in unimproved areas and schedule 80 under improved
areas. All chemical process lines shall be schedule 80 PVV pipe
May 11, 1989
WATER UTILITY - GENERAL NOTES DATE05/11/89
FINISH GRADE
4" D.I. PIPE
STA 12+40.89'
T CUL-DA-SAC
M.-rej
f2" CONC. °I
IE = 275.88, 275
BEFORE TIE-IN 275 i 9 SS PVG
STA. 3+78.50 6' ' LT SCALE HOR/Z - l" x 20'
1
CROSSING PROFILE DETAIL
EXISTING 6" PLUG WITH 2" TEMP BLOW -OFF
EXISTING BLOCK MUST NOT BE DISTURBED
I-LJECD GOPPLRSETTLIR W VNt12-15W Cab^aMA•) _ - 1
! O11A-KW U•I
Utl%".17%" CONCEIETF METER sox -� IN. UNIMPROVED RIGHT Of WAV ►►
TN PAC.1C TOIRIT IN/OJT W17 It))11'-ST[ E L n1AAAONn Pi. A T E H INSI AL L ME 1 t R DON AT /NOP[MTV i
COVER E042Al 10 FOG 111E ME TkR it ! LINE
6" VERTICAL CROSS (RAJ x FL) SEAL CO. 10 Mf Tf N NU%' a P
2 - 6" BLIND FLANGES
ONE W/ 2% TAP
2" PLUG 6" PLUG W/ 2" BLOW -OFF.-
' .'SIDEWALK.•
r
FINAL TIE IN
`....- T/�1 -_ �CUR•. -' �� -WATER METER TO f1E ,
• - '••' - ". e - - � , r L
( AFTER POLY -PIGGING, PRESSURE TEST SUYhLIEU tlY TILE C1IV
& DISINFECT, REMOVE TEMPORARY 8.0, s
& BLOCKING & CONNECT W/ 6" SOLD
)yam SLEEVE &NIPPLES TO FIT. I I TYPE "K" SOFT COPPER TUBING TYPE "X- SOFT CO/PER TUBING1/ })
7 CAST IAON ON _
STA. 3+78.50 6' L T OtKTILE IRON t t000 GOWN TO CENTS "LINE Or WATER st RVICE LINE TO ItOtbE ti 10 Eth
6" C.I. SOLID SLEEVE WATERMAIN MAIN TO PROVIDE S LACK IN CO►PEN
Sf NVICE LINE TO MET[N 1N'S f A I. L t 0 1 N Tfit FUTUME 1NSTALI
STA I2+ E19.5,�- 24L T fONO CIA-23 on AA
•- cam _ CORRPORATION STO/. FORD TAPEMED FIUT . COM►R[SSION COU►LINO •�
PERM. 2" BLOW OFF LIICCI. PACW XN L-T LT-3Wil
A. SY. W, TH BL0CKINu �Ac� COrt/cE'�7E CONNECTION TO BE MADE BY CITY FORCES (SEE NOTE 13i %"nM 1""LVANI1coPLUo
(LOCATE B.D. iN PLANTER) Ak-3A//vs7-
L/t ;:;jrSTUPB�O
SEE RENTON STD. DETAIL.
DACES
STA 12+80_ 23' L3P4" d l" WATER SERVICE
T. CENTEiP //V
STA /2+803/9'S LT. 4" VERTIc.AL CROSS (FL x MJ) PEBAP
INSTALL CONC. DEAD -MAN eLVC.K 2 _ 4" BLIND FLANGES corvc�ETE 1
SEE DETAIL THIS SHT. 1 ONE WITH 2" TAP
!01
Aep2U1/ A400J - ArRily� 1190
WATER UtlL,irY OIv6t2, �i�•
STA 12+54, 12' LT
----445' BEND (MJxMJ)
35LF 4" DI PIPE CLASS 52
1 - 2" PLUG o
! - 4" PLUG (MJ) WITH 2"
PERMANET BLOW OFF ASSEMBLY
V
V
SHst�St'LE ,PODS �TYf'�
s
�G.�IN l/,Elil/
- L�L.E!/�9 T/O/V
CO�/C�ETE C7�A,OM,9�V .4NCHO�P DET.9/L_
V /vTS
70 �� � �►�T`"AS-BUILT "PREPARED FRG,14 ` IEL.C) SURVEY
ErrtoN �iR P ���H riorl '� jY _TOJMA ENGINEERS,
rI of REN roN
DEP THEN T OF PUBLIC WORKS
TEp��•f• �! ��
AS V A N MEADOWS D l V. 1 1
-•�-''� WA TER MA IN EX TEN TION
BLAINE AVE. NE. & NE. JJth STREET
Ss 01 -s//e ass p� MT 3-DESIGNED MT DATE FEBRUARY I989 FILE N0589-002-88
c27/Cc�r�r2/�J �� i/-2i-89 DRAWN 64-1
CHECKED MT SCALE /" = 20' FIELD BOOK
NO. REVISION I BY JAPPR. I DATE APPROVED SHEET C4 DF C7
4