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ePROVIDE PAVEMENT 1_
C5.3 PATCH AS REQUIRED
PER CITY D. LRENTON110
STD. PLAN 110 I 1
REFER TO
4.5 1 WATER PROFILE
C4.7 �,5 1 IRRI ATION METER
1 1"DCVA --J-
C42 REFER TO FIRE SYSTEM
®"
-Wf: SAIL .47, 0.0013
Q2-ioa CUT IN: (BV CITY FOR
2
1-12"x10"TEE(FLxFL) C46
2-12' GATE VALVES (FLxMJ)
1-10' GATE VALVE (FLxMJ)
2-12' SLEEVES (MJxMJ)
1-10" SLEEVE (MJxMJ)
1-GONG. THRUST BLOCK
I CONTRACTOR SHALL COORDINATE
CUT -IN OF VALVES AND FINAL CONNECTION WITH
THE CITY OF RENTON SEE CITY STD PLAN NO. 300.4
ITt.� FOR CONNECTION DETAILS r/. /
PLAN
STA:10+87.29, 5219'LT
145" BEN6 (MJ) I `F
1-GONG. THRUST BLOCK I I
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"O FINISH GRADE OF NEW 8 I
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INSTALL NEW HYDRANT IF
HYDRANT RELOCATION IS
REQUIRED TO CLEAR NEW
SIDEWALK.
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STA:10+64.42, 0.02'RT
1-10"X6"TEE (FUFL)
1-6" GATE VALVE (FLxMJ)
1-10" ADAPTER (FLxMJ)
1-10" GATE VALVE (FLxMJ)
1- FIRE HYDRANT ASSEMBLY
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STA:131-FDCC4.2
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CENTER FIRE HYDRANT ASSEMLBY C
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ABANDON AND CAP EXISTING
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ADJUST EXISTING HYDRANT TO FINISH
GRADE OF NEW 8 FT PLANTER STRIP.
INSTALL NEW HYDRANT IF HYDRANT
RELOCATION IS REQUIRED TO CLEAR
NEW SIDEWALK.
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STA:7+20.29, 0.00'RT
145" BEND (MJ)
1-GONG. THRUST BLOCK
STA:7+36.14, 0.007-
145" BEND (MJ)
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STA:7+12.31, 27.04'RT
CENTER FIRE HYDRANT ASSEMBLY C42
-7
105 LF 2" PRIVATE WATER STA:7+12.31, O.O07
SERVICE PIPE 1-10"x6' TEE (fd I 3
145" GATE VALVE (FLxMJ) I I
_ D ----------- 1-10"ADAPTER(FLaMJ) I I
1-10" GATE VALVE (FLxMJ) I 1
1-FIRE HYDRANT ASSEMBLY I I
1-GONG. THRUST BLOCK 1 1
3" RPBA TO BE INSTALLED 1 I
INSIDE FIRE SPRINKLER
RISER ROOM PER PLUMBING G.5 Q 1
PLANS
1 3 I
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STA:10+09.88, 129.60'LT I
145" BEND (Ill (:
1-GONG. THRUST BLOCK y
STA 0+13 31 0 00 LT
CUT IN: (BY CITY FORCES) 2
1-12"x10"TEE(FUFL) C4.6
2-12" GATE VALVES (FLxMJ)
1-1W GATE VALVE (FLxMJ)
2-12" SLEEVES MJxMJ
1 10" SLEEVE (MJxMJ) 1 -
1-GONG. THRUST BLOCK
CONTRACTOR SHALL COORDINATE CUT -IN OF VALVES
AND FINAL CONNECTION WITH THE CITY OF RENTON
SEE CITY STD PLAN NO. 300.4 FOR CONNECTION DETAILS
WALKER MAZDA
44 All
DEALERSHIP
STA:1+14.63, 21.61
CENTER FIRE HYDRANT ASSEMBLY I e
�2 STA:3+94.94, 25.44'RT
I
CENTER FIRE HYDRANT ASSEMBLY
TA:1+14,64, 0.00'LT STA:3+94.83, 0 00710'Xc6" TEE (FLxFL) 1-10"x6" TEE (FLXFL)
4i" GATE VALVE (FLxMJ) 1-6" GATE VALVE (FLxMJ)
10" ADAPTER(FLxMJ) 1-10"ADAPTER(FLxMJ)
10" GATE VALVE (FLxMJ) 1-10" GATE VALVE (FLXMJ)
FIRE HYDRANT ASSEMBLY 1-FIRE HYDRANTASSEMBLY
CONC. THRUST BLOCK 1-GONG. THRUST BLOCK
full lujimmullimi IF
FINIII
PROVIDE PAVEMENT 3
PATCH AS REQUIRED PER C5.3
CITY OF RENTON
STD. PLAN 110 4n_ III
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Call before you dia. PNO
WHILE THIS INFORMATION IS BELIEVED TO
REVISION
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I TER PROFILE C4.4
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WATER MAIN STA: 5+50.00
15.00,
EASEMENT
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INPDES PERMIT#
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0 15 30 60
it W3 30 FEET
�I VERTICAL DATUM
3I W4 NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED
I GPS OBSERVATIONS USING WSRN AND GEOID 2012A.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE GILL DE SAC)
ELEV: 230.75
'I INS
BASIS OF BEARING
I NAD 1983
WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS
W6 OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF
r MEASUREMENT ARE US SURVEY FEET.
VERIFIED CITY OF RENTON 230
I (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
�� W7
ENVIRONMENTAL NOTES
W6
BILL KANE WITH ECO COMPLIANCE CORPORATION SHALL BE
AVAILABLE DURING ONSITE WATER LINE EXCAVATIONS TO ENSURE
THE TRENCH IS FREE FROM CONTAMINATED SOILS ANY
I I CONTAMINATION THAT EXCEEDS CLEAN-UP LEVELS SHALL BE
1 REMOVED AND HAULED TO AN APPROVED OFFSITE DISPOSAL
FACILITY. SOILS SHALL BE REPLACED WITH CLEAN BEDDING AND
BACKFILL FOR WATER LINE TRENCHES.
CLEAN BACKFILL MATERIALS FROM AN APPROVED SOURCE SHALL BE
IN USED FOR ALL TRENCH BACKFILL AROUND WATERMAINS.
II WHERE WATER MAIN UTILITY EXCAVATIONS EXTEND BELOW THE
EXISTING FILTER FABRIC LAYER SEPARATING STRUCTURAL FILL
' FROM NATIVE SOILS A NEW FILTER FABRIC SHALL BE LAID ALONG
THE TRENCH BOTTOM AND SIDES PRIOR TO PLACEMENT OF
BEDDING AND BACKFILL MATERIAL.
- w10 BILL KANE
CONTACT: 206-715-1396
I I BILLQECOCOMPLIANCE.BIZ
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I I I /7.24
1-2"TEMPORARY BLOW OFF
ASSEMBLY PER STD PLAN
N0.340.20 qq
1- CONC. THRUST BLOCK 1
III. : Ill 1III :v,.,,
2 �RflEAN 010130
>�6UT 1I@pQ
G TACOMA SEATTLE
S P O K A N E - T R I- C I T I E S
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p4�Jy/zp12 253.383.2422 TEL 253.383.2572 Fhl wwW.ahhl.mm WEB
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W1 a
Ai CITY OF
' PENTON
Planning/Building/Public Works Dept.
WALKER MAZDA DEALERSHIP 7/29/21
PERMIT SET °°®°`
AHBL JOB #2180100.11
WATER PLAN C4.1
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W-406701
CUT IN: (By CITY FO)
1-12"x10"TEE (FLxFL)
2-12" GATE VALVES (FLx J)
1-10" GATE VALVE (FLx )
2-12' SLEEVES (MJxMJ) I N
1-10" SLEEVE (MJxMJ) I STA:10+8728, 0.027RT
1-CONC. THRUST BLOC 1-10"x6" TEE tMJxFL)
CONTRACTOR SHALL C ORD ATE CUT -IN OF VALVES 1-6" GATE VALVE (FLx MJ)
ANO FINAL CONNECTIO III THE CITY OF RENTON 1- DOUBLE CHECK DETECTOR ASSEMBLY
SEE CITY STD PLAN NO1300. OR CONNECTION DETAILS 1-POST INDICATOR VALVE
1-GONG. THRUST BLOCK
10 LF 10' DI Pipe I STA10+64.42, 0.02'RT
L—II D I 1-10"A"TEE(MJxFL)
_ W 1-6" G d VALVE (FUMJ)
W 1-1� A VALVE(FLxMJ)
i-FIRE HYDRANT ASSEMBLY
25 LF 0" DI PI 1-GONG. THRUST BLOCK
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d 23 LF 10"0 DI PIPE
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°A 1" IRRIGATION C4.5 16- DDCVA
ITOMETERSEE DETAIL FOR
INTERNAL PLUMBING
LEASEMENT
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3
C42
FIRE SYSTEM ENLARGEMENT
THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND
CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE
PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE
PROTECTION SYSTEM, INCLUDING HYDRANT LOCATIONS, MAY DEVIATE FROM
THE SYSTEM SHOWN. THE FINAL DESIGN SHALL BE SUBMITTED TO AND
APPROVED BY THE FIRE MARSHALL. CONTRACTOR'S BID SHALL REFLECT THE
CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN. CONTRACTOR
SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION
REQUIREMENTS AS SET FORTH BY "NFPA IT, ITS AMENDMENTS, AND LOCAL
REQUIREMENTS, INCLUDING BUT NOT LIMITED TO ACQUISITION OF ALL
PERMITS.
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STA:19+ 4.42, 30.37T7
CENTER IRE HYDRANTASSEMBLY
II
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�STA:TO+8i.30,44.691-7 J 3
CENTER POST INDICATOR VALVE C42
STA:10+87.29, 52.191T
146- BEND (MU)
1-GONG. THRUST BLOCK
Know what's below.
Call before you
THE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929. MUELLER
SUPER CENTURION 200, AND WATEROUS PACER YAM 6- MECHANICAL
JOINT DRIFT ON LUGS. 5-1/4- MAIN VALVE OPENING. TWO 2-1/2-
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4- PUMPER
CONNECTION CITY OF SEATTLE THREADS ON A STORZ ADAPTOR.
4.075- SEATTLE THREAD X 5- STORZ. ATTACHED ON 1/0" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
TO
MIN. Is- TO 20" BEHIND BACK OF
CURB OR 12' BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.975- v 5- STORZ TWO-PIECE CAST IRON VALVE BOX WIN LUG
HYDRANT.
TACK CONCRETE PAD AROUND
TYPE COVER EQUAL TO OLYMPIC FOUNDRY CC.
HTDRA EX FINISH TO MATCH SIDEWALK. STANDARD 8' TOP SECTION VALVE
REGULAR EXTEN BASE
EXPANSION SJOINTIDEWALK
K SECTOR LEVIER TO FIT VALVE NUT EXTENSION
2 ® BACK OF SIDEWALK AS REOUIflRAI
SPEC:
�CREIEPITANI SIDEWALK RAISED PAVEMENT MARKER TYPE �-A
OR PLANTNC STRIP � STMSONIIE TWO-WAY BLUE REFLECTVE
US' MIN
COVER CONCRETE BLOCKING
CONCRETE , O
THRUST BLOCK MAIN LINE TEE, ON 6- FLANGE SIDE CI
". 8' GATE VALVE (FL X NJ) AWAY, C 509, RESILIENT SEAT
C DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4- COfl-TEN STEEL TIE PODS.
16 v 6" x 4MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE BEARING 1' ABOVE BOOT RANGE PLACE 8 MIL
BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
LEVEL ALL GRUUND®IN 3' RADIUS
MIN 3' L GRO
DIUS
ONE MAN ROCK
16 1 I „-
fi�6" CONCRETE PAD 16" CONCRETE PAD
C FILL
HYDRANT LOCATION IN CUT OR FILL
PUBLIC WORKS FIRE HYDRANT ASSEMBLY �' PLAN - 310.1
+O+ DEPARTMENT
MARCH 2O10
FIRE HYDRANT ASSEMBLY
DATUM
O SUBMITTED, IN PART, BY OTHERS. "ILE THIS INFORMATION IS BELIEVED TO
BE RELIABLE. AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
OMISSIONS VMICH MAY HAVE BEEN INCORPORATED IWO THIS DOCUMENT PS
A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT PRE ADVISED TO
OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT
FORANYPURPOSE
INSICIM ML
COME
ML
ORREM& 5-K
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MULE AX °"W'
N0.
REVISION
BY
DATE
APPR
AmmRo•R
2 v 7'-2- EQUAL TO UTILITY
VAULT OR EQ
UAL
TOUCH READ PIT LID SENSOR -
MWNTEO ON STEEL PLATE
IA
DRILLEDTHROUGH COVER
COVER
THE BY-PASS ASSEMBLY SHALL BE
INCLUDED AS PART OF ME DETECTOR
DOUBLE CHECK VALVE ASSEMBLY.
5/1 SENSUS SKI URAPL) METER
ON ICE REGSTER.
zN VALVE
CAR Ha . us1
IY ALL AROUND
10. 0. OR C FLx P.E.
PIK ON COLLAR ME
FROM PE.
10- p e LONG
B- ] C LONG
6- 4 0" LONG
PERMIT#
ONE EACH SIDE
4-x 2 1/2- FIRE DEPARTMENT DOUBLE
CONNECTOR FOR STAND PIPE MLE
C ADAPTER, FL., SCREWED
BREAKABLE CAST IRON HOSE CAPS.
V16-xB- BULL HEAD LEE, FL
ONE EACH SIDE EQUAL i0 CRIXXEL
C 552 WRH HOSE CAPS EG. 3A.
S. PIPE R.x
V SONG TYPE GRAVITY OPERATED
FIT O- TO
NECK VALVE iL EQUAL TO
DUELLER CO. -6 WITH BALL
DRIP VALVE AT SOTTCM
T 907
10" FOR ASSEABEM
INSTALL EPDXY RCN -SHRINK
GROUT (M.)
FOR
18 1/2 FOR B- ASSEMBLY
18 1/2- FOR 8- ASSEMBLY
S-O"
r6' PIPE. iL-e FL 3'0- LONG
_ 11'_ 2"
/
fi@ S. ASSEMBLY. 0- SHORT
r RADIUS 90' aex0 R
PLAN
DOUBLE CHECK VALVE ASSEMBLY
INCLUDES TWO RESIDENT SEATED
SMOOT VALVES.
TOUCH READ PIT UD SMARR MOUNTED
ON STEEL PLAT: COVER THROUGH 2' DIP.
NOTE DRILLED POLE IN COVER.
L LOCATE VAULT IN PLANTING AREA. NOT IN PANNE.
2. 0 AND LARGER BENDS AND TEES TO BE LAST
IRON CEMENT BRED. 10- FOR 10' ASSEMBLY 17
3 TEMPORARY SUPPORT SHALL BE PROVIDED UNDER '/2 POP 0-ASSEMBLY 18
VALVES AT ME TIE OP INSTAUaTCN TO CENTER /2 POP 6- ASSEMBLY
THE PIPE IN VAULT OPENING. ALLEN COMPLETE 5/8'x3/4" INVENSYS
LAAATON REMOVE ME TEMPORARY SUPPORT M-PL AIM M 7 2'
NDLLINSTALL ADJUSTABLE PIPE SUPPORT ICE REGISTER
4, INSTALL GALVANIZED LADDER FOR ACCESS. 6- MIN. DRAIN TO DAYLIGHT OR
$TERM DEAN SYSMM WITH
5 AFTEN HEW INSTALLATDR MAIN DDCVA AND CATCH BASIN OR MANHOLE 2..
BY-PASS DCVA MUST BE TESTED SAMSFAC70RILY
BY A DEPT. OF HEALTH CERTFlED SACKFLOW
ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED
TO CITY OF RENTON WATER UTUTY ENGINEERING
DEPT PRIOR TO ACIVATON OF NEW LINE.
COMPACTED FOUNDATON
6. INSTALL BRASS A- FLARE TEST LOOKS OFF W GRAVEL
FARE CAPS.
/�10. 0. 6- R v NJ ADAPTER
M. ASSEMBLY 10-v1019-TEE R
5- ASSEMBLY 618-vS- TEE R 6'
ASSEMBLY 6v6-v6 ME R
ON INDICATOR POSTVINDICATOR M
POST VALVE SAME AZE AS DOUBLED
CHECK VALVE (MUELLER CO OR
EQUAL) PAINTED RED.
1Y, SC OR 6 DUCTILE IRON
CLASS 52 NIPPLE PIPE,
CEMENT LINED. LENGTH TO FIT
C 90' BEND
U-ADJUSTABLE STEEL PIPE SUPPORT,
STANCHIONS BOLTED TO FLOOR.
END VIEW
PUBLIC WORKS 6",8" 8 10" DOUBLE DETECTOR CHECK STD. PLAN - 880.2
DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE
INSTALLATION MARCH 2O10
DDCVA WITH STANDPIPE
CITY OF
' PENTON
Planning/Building/Public Works Dept.
/ �!G/A�C✓ TACO MA - SEATTLE
�oA, aBcd}�IM 4 S PO KAN E - TRI-CITIES
�%OMAL e$1 2215 North 30th Street, Suite 300 Tacoma, WA 98403
"C'Sg DUD, 253.383.2422 TEL 253.383.2572 FM WxW.ahbl.mm WEB
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WALKER MAZDA DEALERSHIP
AS-BUILTS
AHBL JOB #2180100.11
FIRE SYSTEM PLAN
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PIPE CENTE
RLINE
ROW
35 LF
0' DI CL52
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EXISTING GRADE AT
PIPE CENTERLINE
20
-
20
15 -F� 1 1 1 115
STA: 11+22.45, 0.00'LT
CUT IN: (BY CITY FORCES)
1-12'x10'TEE DLML)
2-17' GATE VALVES ELxMJ(
1-10" GATE VALVE (FL%MJ)
2-12' SLEEVES(MJxMJ)
1-10- SLEEVE (MJxMJ)
1-GONG. THRUST BLOCK
CONTRACTOR SHALL COORDINATE CUT-Iq
OF VALVES
AND FINAL CONNECTION WITH THE CITY
FRENTON
SEE CRY STD PLAN NO, 3004 FOR CONN
CTION DETAILS
11+00 11+50 12+00
WATER MAIN PROFILE STA 11+00 TO 12+50
SCALE: 1"=20' HORIZONTAL V=2' VERTICAL
13%24' PLASTIC METER BOX EQUAL TO MIO-BTAtES PLASTIC.
INC. BCF SERIES BESIDE 1324-18 MM 1.75- TRICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PIASTCSE
INC. MSCBC-1324-R INTR READER HD AND Y DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
NEW
9" MIN
12" MAI
FR D GRADE
35' MIN COVER
CORPORATION STOP PoM PALL VALVE FORD
TAPERED THREAD (CC). QUICK JOINT
(3/4' FB10DO-3-0) OR AY MCDONALD 4701B
(1" F81000-4-0) OR AY MCDWALO 47018
2
IN UNIMPROVED RIGHT OF
WAY INSTALL METER BOX AT
Z
Z
PROPERTY LINE MEN 12-
Z
LONG COPPER TAILPIECE.
gl
SPEAKER
$�
SUPPLED ev THE 12" -
Cm io
ME "K"_SOFi _.„u
IF SERVICE LINE TO HOUSE IS
TO BE INSTALLED IN THE FUNRE
INSTALL FORD C14-33 OR 44 BUT
v COMPRESSION COUPLING
FORD
Ass: 21-21EW000a3, OR
BALL VALVE ON INLET AND
NOTE:
ALL METER BOXES INSTALLED SPAN CONCRETE OR PAVED DRIVEWAYS SI BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY EXPANSION JOINTS MUSH BE INSTALLED ON
BUM SIDES OF METER BOX.
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Of DIRECTION OF FLOW
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cP 0 3„
(MIN.)
6" MIN.
6"MIN.(TYP.) UNION (TYP.)
PLAN
< VMAX.
m
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n M
5"MIN.
TO CITY
METER STACKED METER SECTION 6" MIN. FREE
BOXES DRAINING GRAVEL
NOTES:
L ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEALTH.
2, THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3, THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-/241,
4, DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
PUBLIC WORKS %" TO 2" DOUBLE CHECK VALVE STD. PLAN - 240.8
+®+ DEPARTMENT ASSEMBLY FOR IRRIGATION OR
RESIDENTIAL FIRE SPRINKLER MARCH 2O10
DOUBLE CHECK VALVE ASSEMBLY
PERMIT#
120 VOLT ELECTRICAL OUTLET FOR
HEAT TAPE. INSTALL HEAT TAPE
3 y FOR FREEZE PROTECTION CENTER BACKFLOW
PREVENTOR IN
I p REDUCED PRESSURE ENCLOSURE
a BACKFLOW ASSEMBLY
HE(RPBA) 3" MIN.
E o
3" MIN. INSULATED ENCLOSUR
3" MIN. "HOT BOX" OR EQUAL
3/8" X 4" ANCHOR
BOLTS PER
MANUFACTURER
3" MIN.
CONCRETE SLAB i UNION FINISHED
GRADE
FINISHED
GRADE� rZIt
}T. EQfir V DRAIN
a? SEE NOTE 4
C MINIMUM SLEEVE
FREE DRAINING a (TYP.)
GRAVEL
CONNECT TO a
WATER METER
IMMEDIATELY
ADJACENT TO
RPBA
FLOW INE
INSTALLED W/ APR ,D. TO OWNERS ELECTRICAL PANEL. FRONT VIEW
MATERIAL PER UPC DIRECT BURIAL OR IN RIGID MOBR SIDE
(SIZE AS REQ.) CONDUIT PER ELECTRICAL
SIDE VIEW PERMIT REQUIREMENTS.
NOTES:
1, ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF EACKFLOW
PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF
WASHINGTON DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE RPBA MUST BE TESTED BY A STATE CERTFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALSIT, FAX NO. 425-430-7241.
4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS
3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPSA's, 6" FOR 3" RPBA's.
5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
STD. PL4N - 860.2
PUBLIC WORKS REDUCED PRESSURE BACKFLOW
DEPARTMENT ASSEMBLY IN HOT BOX MARCH 2O10
A — A DRILL 2- DIA. HOLE FOR AMR (AUTOMATIC
METER READ) MUCHREAD DEVICE
L _ 2-1/2- MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
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NOTE:
ME CENSER OF ME HOLE MUST BE AT LEAST 1- FROM
UNDERNEATH! RIDS UNLESS THE RID SPACING ALLOWS TIE
NUT TO TIGHTEN AGAINST THE OPEN SIDE BE MORE THAN Know what's below.
ONE RIB.
C811 before you
3 STD. PLAN — 220.E RECORD NOTE 12/01/2020 '�'� '"'M l-
+ =� + PUBLIC WORKS /4" AND 1" WATER SERVICE A ASEDO E B T BNExwML: ".n mwyU.M CITY OF
DEPARTMENT SUBMITTED, IN PART, BY OTHERS. "ILE THIS INFORMATION IS BELIEVED TO \ *T *T
NO EMBER 2009 BE RELIABLE. ABBE IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR �ML I�1VTO1V
OMISSIONS WNICX MAY HAVE BEEN INCORPORATED IMOTXIS DOCUMENT ; 1
A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT PRE ADVISED TO
1 INCH WATER SERVICE OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT LwLx�[ M` �� DATUM
4 ORANV PDRPosE� SKKK\x Planning/Building/Public Works Dept.
NOT TOSCALE N0. REVISION BY DATE APPR
DWm—
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/ �!G/A�C✓ TACO MA • S EATTL E
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�aWTS �$1 2215 North 30th Street, Suite 300 Tacoma, WA 98403
psCTy/zp1/ 253.383.2422 TEL 253.383.2572 FAX WWW.ahbl.cam WEB
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WALKER MAZDA DEALERSHIP
PERMIT SET
AHBL JOB #2180100.11
WATER PROFILE
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WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE W17H THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BYTHE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT ATTIRE JOB SITE WHENEVER CONSTRUCTION
ISINPROGRESS. APRE-CONSTNUCTIONCONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR M CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS ON -SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CUSS 52 PER AW WA C 151 AND C
104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICALJOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGSSHALLBE CLASS 250AS
PER ANSI/AW WA CI10/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH &MIL BLACK, NBE-TYPE,
POLYETHYLENE PLASTIC PER AW WA C105 STANDARDS.
S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF I2-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILI Y CONFUCTSOCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARYTO CLEAR CONFLICTS ANDTO PROVIDE MINIMUM COVER
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALLTRENCH
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST
M BINGO (MOO) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PUKE IN ACCORDANCE WITH CITY OF
RENTON STANDARD DETAILS AND SPEOFICATIONS AND SHALL BE INSTALLED AT ALLVERTICALAND HORIZONTAL BENDS, FIETINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ONAU MECHANICALJOINTS IN ADDITION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIORTO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSIALLAND REMOVE PLUGS,
CORPORATION STOPS, SLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT/ BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVETO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF ISO PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE MISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FIRINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTOBS AND FIRINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
STD. PLAN — 300.0
R.
• PUBLIC WORKS
DEPARTMENT WATER PLAN GENERAL NOTES
MARCH 2O10
WATER PLAN GENERAL NOTES
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EXISTING WATER LINE
PLAN VIEW
TESTING DETAIL
±B FT
.. O NEW WATER LINE
VERTICAL CROSS(MJxFU FOR PBLYPIGGING
ONE BLIND FLANGE ON TOP WITH 2-TAP & 2-PLUG
ONE BLIND FLANGE ON BOTTOM
ONE (NJ) PLUG WITH 2- TAP & 2' TEMPORARY BLOW -OFF
TEMPORARY BLOCK
CUT -IN (BY CITY FORCES)
TEE (ELATE) W/ CONC. BLOCK
3- GATE VALVES (FLxMJ)
2- SOLID SLEEVES (NJ) OR RO-MAC COUPLINGS
1- PLUG (NJ) W/2'TAP & TEMP, BLOW -OFF
TEMP. BLOCK
EXISTING WATER LINE
EXISTING WATER LINE
FINAL CONNECTION DETAIL
AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF L CONNECT
WITH SLEEVE (NJ) & ➢I SPOOLS
FINAL CONNECTION BY CITY FORCES
JEXISTING WATER LINE
PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN — 900.4
DEPARTMENT CUT IN -LINE TEE & THREE VALVES
MARCH 2O10
WATER MAIN CUT IN CONNECTION
BE L I RELIABLE MBS NOT RESPONSIBLE FOR ITS ACCURACY. OR ERROROR ML
OMISSIONSWHICR MAY NAME BEEN INCORPOPATED INTOTRI S DOCUMENT AS pM pA
ARESULT. THOSE RELYING ON THIS RECORD DOCUMEHTAREADVISEDTO ML
OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE "PLYING IT MOTS
MR ANY PL IQ SK ATZM
N0. I REVISION Bl' DATE 1 APPR
NPDES PERMIT# WA
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
FINISHED GRADE ELEVATION
INSTALL 2' PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) /
4 FT MIN. COVER (12-INCH DIAMETER AND OVER) !//
NEW WATER MAIN POLYPIG
riuvLy��yx.���r.LainwurKHI.L.��e�rz.�a
SIZE OF VERTICAL CROSS SMALL BE THE SAME AS SIZE OF MIN ONE
VERTICAL CROSS (MI X R)
ONE BLIND FLANGE ON TOP OF CROSS WITH 2' TAP & 2' TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANING POLY -PIG')
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG IMF) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MIN
f n.
PUBLIC WORKS POLY PIG STATION FOR CLEANING OF
DEPARTMENT WATER MAINS
POLY PIG STATION
CITY OF
' RENTON
DATUM
Planning/Building/Public Works Dept.
STD. PLAN — 800.e
MARCH 2O10
mclom
T A C O M A • S E A T T L E
S P O K A N E • T R I- C I T I E S
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAx WR EahtI.mm WEB
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WALKER MAZDA DEALERSHIP
PERMIT SET
AHBL JOB #2180100.11
WATER NOTES AND DETAILS
7/29/2019
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1-1/2" AND 2" WATER SERVICE DETAIL
IAURSIN; VALVE BOA SHOULD NOT REST ON
PIK, LAIEA CW ACTW. IN AREA BE VALVE BOX
COULD CAUSE THE BREAKAGE OF THE SERVICE.
A - A/I DOLL 2- DIA. HOLE Fart
HPTWCHREAD SEMI
2-1/i MIN FROM NEAREST
AND FRONT EDGE OF PIT LID
TYPICAL Re-r
9FTMFM 0. = ! < MA
1 20 topped tee, an new wart. math
z. 4' I" % 2- brute Reple with mromed mile (MIPT).
3. 2' r"M t seat gate wAD with threoad ends, mums operating nut,
and rdn nut extension It rmulrwa (ewe st rdard AND 330.1}
4. Twit piece cal ion Rlw box. Stanford 8' tap auction with regular
base extlm. length t0 RL lug' type Oliver, 2- bite bus leg (MIPT x
R
5, 2 each 2' bans or Mmze results 6' lmgh. Treaded nips. 2 each
2'-BD' brute or maze Obows NET x FlPT),
8: 2- (NPT) x cawnp e"Im Biting. Fort C84-88 or oxce
J. 2" teat copper tubing Ilse 9 or brass nipple (MIPT x MIPT). length to
BE
6. 2' threaded brass 9001.
4 Y CueRmeauer with by -pax Ford: YBX M-128-11-77 (A 17-3/I6-
)lnye onI1d Shareidees 3o 7155dimotsingenil ar All 8-1427-V. with mermerged!ge
outlet, both mxw on bypoes WIND mekwl-'rl WNT&a pClulstorl eHm wave
hope wertica stet end suet.
la. R19M mete preaex to be supplied mM Namlee In meter ester by
mtractor
11. YqM meter Shall be Supplied and Induled by Cry of Renton upon
poR"anl AT all relotef water meter fen and satisfactory measure and
why Les.
12 VFXW Plastic meter box awal to MId-Stale Plash. Inc BCE Series
MSBG 1730-16 with 2' thick Oxide Iran ebmond date cow 16'rsl'
meal to Mid-Stalee PlmO% Inc. MSCBC-1750-11 slur 2- dlaed Nola
for twmreed pit nil, one mother read see.
13. 2- coupling RomwnMm x For) with 2' plug (MIPT). Ford C-14-66
or equal. Tie property owner Is mi ponsYh far my necessary adaptation BY
exlenam of ester snore.
NOTE:
ALL METER BOXES INSTALLED M COMBINE OR PAVED
DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC
BOUNDARY
E%PANSHON JCMTS MUST BE INSTALLED 13' MINIMUM ON BOTH
SIDES M MET BO%,
a�
Bell
F;eC
RPM
IN UNIMPROVED
FIGHT-OF-WAY INSTALL METERIt
BO% AT PROPERTY LINE DAN
13' TANG COPPER TAILRECE
g
9' uIN.
IY' NAM.
BILE
3
1VE EIP05E0
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12•
-aY PAW NOT 011pMFlI
FOR gRIGARGN METERS
7) l"
-CR mm ROCK
BABE TO SUPPORT
VAULT.
CAST IRON OR BUBBLE IRON WATERMAW
1102
THE CENTER OF ME HOLE MUST BE AT LEAST 1' FROM
UNDERNEATH RIBS UNLESS THE INA SPACIG AF OMS
THE NUT TO TGTHEN AGAINST THE OPEN SIDE OF
MORE THAN CIE RIB.
STRIP
BETMEEN CURB k SIDEWALK
1. 2' topped to mtty man,
2. fang K Y braenew
lnayre with threaded epee (MIPT).
3. Y rwhimt east Date ROAD with th,soaee me; muds" manalilp nut, and
Rlm nut exhinoan R nuked (swa sawn cal 330.1).
4. Two piece Poet IS, vine be, Stmamd 6' lap motion with ,equlit sax
section, la stin to ft iup' type coop.
5. 2' % I-1/Y he, bran buMMq (MIPT x FIAT). 2 each I-1/3' beds or
bronze nipples 8• Im9tq tMweed ends 2 each 1-1/2--90' bras or
brmee abase (FlPT x FlPT),
8. I-I/Y (MIPT) x cmn wmmon string. Ford C84-68 or mud.
J. 1-1 6/ Due ideal luture tpae K Am bona nipMae (MIPT x MIPT), length
B. I-1/Y IbeMed brass SIP NI. No Ford L44-77 or usual.
B. 1-1/2- Custpmxtter with brpms Faid: VHN 88-IM-11-66 p
MoOmald III 30B612MM665 or Moller 0-1427-I 1/2'.
with tonged bell poll Rlme and Padlock wage an inlet, one aloe Cheek
valwe eunal, bull have m blpaae with podbck Range. Lmtamxum elwu
have herBPd tied and eweL
10. Riga meter mrama to w Rrophed and Instalaa In miller al by
costrodar
Tt. WLer meta shell be mupplMe and butpled by Ely of Realm upon
Payment of all ratted wbtm meter fop oM sminsfi try pressure and
purity teals.
12. IYx30- All mNa be, awal to Mid -States Pal Inc. 8CF Senn
MSBCF 1730-15 mth ]" thick Ouc19e Iran ambmd plate Dower 107,31-
wwmI Do MM-Stbtn PmUI Inc, MSC13C-17340-11 with 2- &ADS hole for
laidoaW pit lid
13. 1-1/2" curler (comWeo A FIAT) with I-1/2' plug (MIPTk Fora
O-14-BB m equals The property alum Is rg malde far my necessary
odptalbn or eAmean of water seance.
PUBLIC WORKS 1 ?2" AND 2" WATER SERVICE LOCATED SM. PLAN - 320.2
REPAR'I'M69'I' IN PLANTING STRIP
MARCH 2O10
185 AND 2 INCH WATER SERVICE
Know what's be
Cell before you
A A
PLAN VIE
WATER
VALVE BOX LID WITH
EARS IN DIRECTION OF
WATER MAIN AND WORD
"WATER" CAST INTO IT
12, MIN,
18' MAX.
4" CONCRETE COLLAR FOR
LP, VALVES IN PAVED AREAS
SEE DETAIL `� 2 PIECE CAST IRON VALVE
BOX, RICH-SEATTLE TYPE
OR OLYMPIC FOUNDRY
w� W VALVE OPERATING NUT
SECTION A -A EXTENSION
VALVE OPERATION NUT EXTENSION NOTE
2" SQUARE
OPERATING NUT
4-1/4" DIA.
1/8' MIN. THICKNESS
1" STEEL
LENGTH AS REQUIRED
1/8" MIN. THICKNESS
- 2-1/4" INSIDE MEASUREMENT
2-1/4" DEPTH
EXTENSIONS ARE REQUIRED WHEN VALVE NUT T
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A 38"
MINIMUM OF ONE (1) FOOT LONG. ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: ALL EXTENSIONS ARE TO BE MADE fit.
OF STEEL, SIZED AS NOTED, AND PAINTED
WITH TWO COATS OF METAL PAINT.
H
24"
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL 1
TO CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR ALL VALVE MARKER POST
MAIN LINE VALVES OUTSIDE PAVED AREAS
3M. PLAN - 220.1
" 4 PUBLICWORKSVALVE BOX, NUTARKER & EXTENSION
FRAYING
MARCH 2O10
VALVE BOX DETAIL
ERMITTED,ELIABL IMPART, BY NOT RESPONSIBLE
WHILE THIS FORIT ACCURACY,ORMATION ORELIEVEDTO OR
BE
fiEISSIONS ICH ISNOTVE BEEN INCOFOR ITSACCURACY,ORCUMENTA
OMISSIONS THOSE
MYHAVEON
MO TXISO VlV DTO
RECORD IATEDDOCUMENT
ARESVLT. TXOSE RELYING ON THIS RECORD DOCVMEHTARE ADVI&EOTO
OBTAIN INDEPENDENT VERincATION OF RSACCURACY BEFOREAPPLYING R
ML
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NO.
REVISION
BY
DATE
APES
.rrnam
PERMIT#
11-1/4' BEND 22-1/2- BEND 450 BEND
t
CAP
TEE 90° BEND
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THRUST BUNCKK MEANING
FACE OF afan6MidpuSURED
IN SQUARE BEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN E-DIAMETER AND FOR SOIL TYPES
DIFFERENT MAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2, ALL BLOCKING STALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3, ALL POURED THRUST BLOCS SHALL BE BACKFlLLED AFTER MIT 1 DAY. PRESSURE TESTNG
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSYE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST WE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT STALL NOT COVER OR ENCLOSE BELL ENDS. JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND STANDS STALL BE PROVIDED.
• PUBLIC WORKS CONCRETE BLOCKING FOR 9TD. PLAN - 330.2
e4 DEPARTMENT HORIZONTAL AND DOWNWARD
VERTICAL BENDS MARCH 2O10
THRUST BLOCK eEnremc nre6A IN saunRE FEET (SEE NOES) Fore HORIZONTAL AND DOWMwnreo NERncAL eENOs
SOIL
FIRM SILT OR
DLMppLT SAND
COMPACT SAND k GRAVEL
FIRM saTr snub
90'
15' BEND
nld'
90'
95' BEND
n16'
90'
45' BEND
nth
FIT➢NG
BEND
ME
CAP OR PLUG
Jeff33 1/3'
BEND
TEE
LAP OR PLUG
k 32 1/3'
BEND
ME
CAP Cfi PLUG
k 22 1/2'
BEND
BEND
BEND
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160
5.fi
AREAS CALCULATED qJ J00 P51 ZEST PRESSURE. 3'-0" MIN. COtT.A FOR WAIERMAIN LESS THAN 13',
4'-0' MIN. COVER FOR WAIERMPIN 12' OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = D5 x DEPTH OF TRENCH
MIN. HEIGHT CF THRUST BLOCK (R) = D.D. PIPE 4 1.0'
THRUST BLOCKING
CITY OF
' RENTON
DATUM
Planning/Building/Public Works Dept.
01DOW
T A C O M A • S E A T T L E
S P O K A N E • T R I- C I T I E S
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEE. 253.383.2572 FAX wWwahbl.com Wes
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WALKER MAZDA DEALERSHIP
PERMIT SET
AHBL JOB #2180100.11
WATER NOTES AND DETAILS
7/29/2019
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, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
I� A�LE. ANBL IS HOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR
WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT
THOSE RELYING ON THIS RECORD DOCUMENT PRE ADVISED TO
I, EPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT
Know what's below.URPOSE.
Call before you dID.REVISION
I
UTILITY NOTES
1. ALL SEWER, WATER, STORM DRAINAGE,
,y
AND GAS SHALL BE MARKED WHERE THEY
wa
SI
I
INTERSECT THE CURB WITH METAL TAGS
EMBEDDED IN THE FACE. REFER TO
I
SECTION 3.08 OF THE CITY DEVELOPMENT
GUIDELINES AND PUBLIC WORKS
STANDARDS. COORDINATE WITH CITY
INSPECTOR.
ws
2. MAINTAIN I6"VERTICAL SEPARATION AT ALL
WATER UTILITY CROSSINGS
I
3. UTILITIES PARALLEL TO WATER SHALL
MAINTAIN A MINIMUM 10' HORIZONTAL
SEPARATION. NON -WATER UTILITIES
w6
PARALLEL TO EACH OTHER SHALL MAINTAIN
A MINIMUM 1' HORIZONTAL SEPARATION.
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CITY OF
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Planning/Building/Public Works Dept.
PDES PERMIT#
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PROPERTY BOUNDARY
ROAD CENTERLINE
—
RIGHT OF WAY BOUNDARY
— — — —
SIDEWALK
PAVING
EXISTING TREE
O
EXISTING POWER
— — P — —
PROPOSED POWER
EXISTING GAS LINE
--G--
EXISTING COMMUNICATION LINE
— — T — —
EXISTING WATER LINE
— — W— —
PROPOSED WATER LINE
WATER TEE
— — S — —
WATER BEND
FIRE HYDRANT
THRUST BLOCK
GATE VALVE
WATER METER
EXISTING SEWER LINE
PROPOSED SEWER LINE
SEWER CLEANOUT
PROPOSED STORM DRAIN
PROPOSED ROOF DRAIN
STORM DRAIN CLEANOUT
CATCH BASIN
STORM MANHOLE
/ A�C✓ TACO MA - S EATTL E
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�%0NAL �$1 2215 North 30th Street, Suite 300 Tacoma, WA 98403
ps��y/zp12 253.383.2422 TEL 253.383.2572 FM w Lahbl.mm WEB
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WALKER MAZDA DEALERSHIP
AS-BUILTS
AHBL JOB #2180100.11
COMPOSITE UTILITY PLAN
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VALVE SCHEDULE IRRIGATION SCHEDULE z
NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI a POC PRECIP SYMBOL MANUFACTURERIMODEL/DESCRIPTION SYMBOL MANUFACTURER/MODEVDESCRIPTION Z
Z
1 Hunter ICV-G 1" Turf Spray 4.13 1,006 32.54 40.68 3.40l1 Hunter II w g
2 Hunter ICV-G 1" Turf Spray 3.44 973.9 32.35 40.42 1.711n1h Hunter PROS-06-PRS30 8' radius a
1'l 1 e Co lig and 3" Plastic Electric Remote Control Valves,
3 Hunter ICZ-101-40-LF (2) V Area for Dripline 10.7 736.E 35.45 50.73 0.43 infin o T " r Turf Spray, is psi regulated 6.0" POPUp. Co -molded wiper seal Glebe Confi urefioo, with NPT Threaded InletlOutlei for U bu
4 Hunter ICZ-101-40-LF (2) 1" Area for Dripline 10.]3 731.5 39.56 50.73 0.43 loth with UV Resistant Material. 9 w � e
Commercial/Municipal Use. n/ a
5 Hunter lCZ-10140-LF (2) 1" Area for Dripline 10.88 477.5 38.32 51.27 0.43 inRi L.1_
6 Hunter ICZ-101-40-LF(2) 1" Area for Dripline 12.66 247.6 42.45 55.14 0.43loth Hunter PROS-06-PRS30 10' radius � E
7 Hunter ICZ-101-40-LF 2 1" Area for Dripline 9.93 39.6 38.61 50.65 0.43 Iroh o T H r Turf Spray, 30 si regulated 6.0" Po U Co -molded wiper seal Hunter PGV-101 G W $ o
O PPP R Pe Commercial
Electric Remote Controlet/Outfor Residential/Light P
8 Hunter ICZ-101-40-LF (2) 1" Area for Dripline 13.91 518.4 43.34 56.89 0.43 inPo with UV Resistant Material. Commercial Use. Female NPT Inlet/Outlet. Globe
9 Hunter ICV-G 1" Turf Spray 8.50 718.9 33.42 43.69 1.47 inflPo Configuration, With Flow Control. O do
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10 Hunter ICV-G 1" Turf Rotary 15.35 797.4 ".70 58.03 0.38 inlh 0 0 U a ® 0 ®Hunter PROS-06-PRS30 adjustable arc L��y�/n1 do In a
11 Hunter ICZ-101-40-LF (2) 1" Area for Dripline 7.22 834.1 33.13 42.64 0.43loth Turf Spray, 30 psi regulated 6.0" Por-Up. Co -molded wiper seal 0 Hunter HQ-33DLRC a °n
12 Hunter ICV-G 1" Turf Spray 18.81 957.8 35.66 49.01 0.801n1h with UV Resistant Material. Quick coupler valve, yellow locking rubber cover, red brass and �J"J 0 Z w
13 Hunter ICV-G 1" Turf Spray 16.81 962.7 35.96 49.23 0.81 inPo stainless steel, with 314" NPT Inlet, 2-piece body. n/ ti v
14 Hunter lCZ-101-40-LF(2) V Area for Dripline 2.67 975.0 27.98 35.96 0.43loth � Hunter MP Corner PROS-06-PRS40-CV LL Z
15 Hunter ICV-G 1" Turf Rotary 12.36 1,048 43.86 53.81 0.37 inlh Turf Rotator, 6' pop-up with factory installed check valve, 0 Hunter HQ-94LRC
T1 Hunter PGV-101G 1" Shrub Rotary 15.73 428.2 44.44 59.30 0.19loth pressure regulated to 40 psi, MP Rotator nozzle on PRS40 body. Quick coupler valve, yellow rubber lacking cover, red brass and
T2 Hunter PGV-101G 1" Shrub Rotary 15.71 424.0 45.24 60.08 0.191n1h T=Turquoise adj arc 45-105. stainless steel, with 1" NPT inlet, 2-piece body.
T3 Hunter PGV-101G 1" Shrub Rotary 18.90 419.9 36.91 54.43 0.15 inRi
T4 Hunter PGV-101G 1" Shrub Rotary 15.65 180.5 44.59 59 0.19l1 Q Hunter MP1000 PROS-06-PRS40-CV � Hunter ICV-G V
T5 Hunter PGV-101G 1" Shrub Rotary 15.81 177.5 45.40 59.91 0.19 in/h Turf Rotator, 6' pop-up with check valve, pressure regulated to 1", 1-1/2", 2", and 3" Plastic Electric Master Valve, Globe
T6 Hunter PGV-101G 1" Shrub Rotary 15.75 173.1 34.58 49.03 0.15 loth 40 psi, MP Rotator nozzle on PRS40 body. M=Maroon adj arc Configuration, with NPT Threaded InleVOutlet, for
Common Wire 2,097 90 to 210. L=Light Blue 210 to 270 arc, O=Olive 360 arc. Commercial/Munidpal Use.
OOO Hunter MP2000 PROS-06-PRS40-CV gF Zum 950XLT 1'
Turf Rotator, 6' pop-up with factory installed check valve, Double Check Valve Assembly
pressure regulated to 40 psi, MP Rotator nozzle on PRS40 body.
K=Black adj arc 90-210, G=Green adj arc 210-270, R=Red 360
NOTES am CHunteModel rC Controller,
Modular Controller, 24 stations, Outdoor Model, Plastic Cabinet
1. THIS PLAN IS DIAGRAMMATIC ONLY. VERIFY ALL DIMENSIONS AND ELEVATIONS INFIELD. ADJUST Commercial Use. With three ICM-600 modules included.
AI EQUIPMENT LAYOUT TO SUIT FIELD CONDITIONS AND SITE CONSTRNTS. Hunter MP3000fixedriser
2. EQUIPMENT SHOWN IN PAVED AREAS OR OUTSIDE PROJECT LIMITS IS FOR GRAPHIC CLARITY ONLY. Simon Rotator, fixed -riser, B=Blue atlj arc 90-210. Y=Yellow atlj ® Hunter WR-CLIK Q
arc 210-270, A --Gray 360 arc Rain Sensor, install within 1000 ft of controller, in line of sight
INSTALL IN LANDSCAPED AREA. DO NOT WILLFULLY INSTALL EQUIPMENT UNDER PAVEMENT OR 9 t. Q
OUTSIDE PROJECT LIMITS. 7 Hunter MP3500 fixed riser 22-28 VACNDC 100 mA power from timer transformer. Mount
3. DALL ESIGNSLEEVES
ASSUMPTIONS
20 SS OTHERWISE INDICATED. as noted.
4. DESIGN ASSUMPTIONS 20 GPM AT RADIUS
PSI STATIC PRESSURE AT THE METER. VERIFY D FIELD. Shrub Rotator, fixed -riser. MP Rotator nozzle. LB=Light Brown,
5. ADJUST SPRINKLER ARC AND RADIUS AS NEEDED TO AVOID OVER SPRAY ONTO HARD SURFACES,
Adjustable Arc, 90-210 O Water Meter 1"
WHILE MAINTAINING PLANT COVERAGE. /
6. THIS SYSTEM QUALIFIES FOR HUNTER IRRIGATION'S ENHANCED S YEAR WARRANTY. CONTACT DANIEL SYMBOL MANUFACTURERIMODEL/DESCRIPTION Irrigation Lateral Line: PVC Class 200 SDR 21 Q
MOTYLEWSKI AT 503-50"909 FOR DETAILS.
Hunter ICZ-101-00-LF Irrigation Lateral Line: PVC Schedule 40
8 Drip Control Zone Kit. 1"ICV Globe Valve with 1"HY100 filter Temporary irrigation, alcove -ground
system. Pressure Regulation: 40psi. Flow Range: .5 GPM to 15 Irrigation Mainline: PVC Schedule 40 O
GPM. 150 mesh stainless steel screen.
Pipe Sleeve: PVC Schedule 40
Q Hunter PLD-BV-
Hunter PLD-BV-1/2' manual gush valve, barbed insert. Install in V r rUlow
10' box, with adequate blank or "cobra" tubing to extend valve verve N°'"bPr
out of valve box. # # valve "mv 1 ' 1
#'• verve sne I 1 1
ID Hunter ECO-ID
ECO-I D: 7/2" FPT connection with 12-60 PSI operating pressure. 7�
Specify with Hunter SJ swing joint. ( 1 ,
Area to Receive Dripline / v
Hunter H 2-CV: 1 2-CV
Hunter
HDL-04-12-CV: Hunter Dripline w/0.4 GPH emitters at 12" O.C. \ 1\
Check valve, dark brown tubing with tan striping. Dripline
laterals spaced all apart, with emitters offset for triangular
Pwhere possible. Install with Hunter PLO barbed or
PUD-LLD-LQQ filings.
'"'DESIGN IS BASED ON HUNTER. DUE TO CURRENT INVENTORIES NOTED ON THE PRODUCT DATA OF LIKE/EQUAL PRODUCTS MAY NEED TO BE SWITCHED TO RAINBIRD"'
I � I
v LPR-18000212
toWALKER MAZDA DEALERSHIP C-18004244
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 30, TWNe 23 N., RGE. 05 Ee W.M. N
m
CITY OF RENTON, KING COUNTY, WASHINGTON. Q
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TACOMA - SEATTLE - SPOKANE - TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.393.2572 FAY wwwEhN.com w1:e
Protect Title,
RESTORATION AREA WALKER MAZDA
PROPERTY LINE
.....!+ , DEALERSHIP
e
30" BERM ALONG EAST VALLEY
ROAD- SEE GRADING PLAN
vim\ NO TREES OVER STORM VAULT -SEE CIVIL FOR EXTENT
Lni
BQ III
Know what's below. N
Call before you dig.
d
BIORETENTION SWALE- SEE CIVIL —
SPLIT RAIL FENCE- SEE CIVIL —
WSDOT ROW AREA MITIGATED PER THE FINAL CRITICAL
AREA REPORT PREPARED BY PBS ENVIRONMENTAL,
DATED JUNE 2018. UNDER SEPARATE PERMIT.
1
1
04
Client
I
HHJ
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ARCHITECTS, PLLC
601 ST. HELENS AVENUE
`i
TACOMA, WA98402
! AMAIN SITE
rJob
ROGER HANSEN
No.
ZONE C
2180100.40
Issue Sat A Date:
ZONE B
RECORD DRAWING
TED<0-4018
JANUARY 08, 2021
LINE
RECORD NOTE 12/22/2020
THESE RECORD DRAWINGS HAVE BEEN PREPARED
BASED ON INFORMATION SUBMITTED, IN PART, BY
OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE FOR
ITS ACCURACY, OR ERRORS OR OMISSIONS WHICH
MAY HAVE BEEN INCORPORATED INTO THIS
DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY
BEFORE APPLYING IT FOR ANY PURPOSE.
APPROXIMATE LOCATION
OF S.R. 167 SOUND BARRIER
WALL
GRAPHIC SCALE
a 15 30 So FEET
"=3�
0 FEET
SEE 11.1 FOR PLANTING LEGEND
01/08/2021
MAZDA Site Plan Revisions 6/24/2019
A MAZDA Site Plan Revisions 12103/2018
Revisions:
Sheet Title:
PLANTING PLAN
Desicned by, Drawn by, Checked by,
MS MS CT
Sheet No
L1.0
1 of 3 Sheets
DATE: January8,2021 FILENAME:Q:t2018U180100\40_LAN\CA U180100-SH-LANDSCAPE-RECORD-20201222.dwg