HomeMy WebLinkAboutzW-3872Setopo
10, 0 10'
SCALE: 1"= 10'
EXISTING
FIRE HYDRANT
It v V L-1 N I /-1 I U V IL—L/11 y V I l/ `J �► s
INVERT A T CLEAN OUT! 1 32.0 rf, 4
_F � _ 3
y o PRO
6" 6 D. I. P'I PE
INVERT AT CLEAN O U T 2- 51.7$
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(SE DETAIL TO RIGH T)6
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REFERENCES
RECORD OF SURVEY NO. 9110219030, KING COUNTY
RECORDS
PLAT OF THE TOWN OF RENTON VOL. 1, PAGE 135, KING
COUNTY RECORDS
516 WILLIAMS AVE. S. A CONDOMINIUM, VOL 157, PGS.
22-24, KING COUNTY RECORDS
INSTRUMENTATION
INSTRUMENT USED: 5 SECOND TOTAL STATION.
FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM
CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH
WAC 332-130-090.
UTILITIES
UNDERGROUND UTILITIES ARE PER AVAILABLE RECORDS, OBSERVED
EVIDENCE AND EXISTING PAINT MARKS. ENCOMPASS MAKES NO
GUARANTEE AS TO THEIR ACCURACY
SURVEY INF t�MA Tl ON FROM
EN COMPA S :�N GI NEERI N G &
SURVEYING
SILT FENCE AND CONSTRUCTION LIMITS
SCHEDULE 40 P VC PIPE @ 2% SL, -.)PE
NEW 1 " WA TER SER VICE AND
WATER METER 'PER STD.
49
PLAN NO. 320.1E(TYPICAL&5
,AND DCVA PER SITD. PLAN
NO. 340.8 TYPICAL)
6"' END CAP (MJ) WITH 2" BLOW -OFF
ASSEMBLY PER RENTON STD PLAN NO.
340.1 WITH CONCRETE BLOCK
11 ..._
5
v.
10" DUCTILE IRON PIPE
REMOVE EXISTING 10" PLUG
AND CONNECT WITH A 10" X 6"
_.� REDUCER (MJ X MJ) AND 6 "
GATE VALVE (MJX MJ)
`�6" DUCTILE IRON PIPE
2 - 6 "- 22 Y2* BEND (MJ X
MJ) WITH CONCRETE BLOCKS
ri 0
5
�-6" DUCTILE IRON PIPE
DETAIL OF PROPOSED WATER CONNECTION
(N TS)
BMPS
BMP NAME
LOCATION
USED:
1213 SQ FT
THIRD FLOOR:
C105
STABILIZED CONSTRUCTION
1213 SQ FT
GARAGE:
ENTRANCE
PLACE AS SHOWN
C233
SILT FENCE
PLACE AS SHOWN
C235
STRAIT WATTLES
PLACE AS SHOWN
C121
MULCHING
USE TO COVER UNEARTHED AREAS
WHEN NOT BEING WORKED
C125
TOPSOILING
ALL AREAS NOT COVERED BY IMPERVIOUS
SURFACES
C120
TEMPORARY & PERMANENT SEEDING
ALL AREAS NOT COVERED BY IMPERVIOUS
SURFACES
C220
STORM DRAIN INLET PROTECTION
STORM DRAINS INLETS IN ROAD
C151
CONCRETE HANDLING
INHERE APPLICABLE
C152
SAWCUTTING AND SURFACE
POLLUTION PREVENTION
WHERE APPLICABLE
C153
MATERIAL DELIVERY, STORAGE
CONTAINMENT
MATERIALS SHOULD BE STORED ON HARD
SURFACES
. ......... ... .......
JUN
ITYA ff COMUCT NON.
7W WMMCM S MU BE IESV M W MR WWW flE LWA DA OwEION AND "N OF ALL EaOSW UIwnES W EW
Straw aV nX MANS OR MOT, By POMW AE UAUIES AND SEMOM M6 HE as MTAL AND WNDCAL LOCA nags PRKR 1n
CaVSIRUM N. Ills S IML IMf,YW ULL M6 URJTY LOCALE AT 1-800-V4-5555 MD 11E)V POfl1Q W ALL OF NE EVS1MMC
UINJIES AT AEF LOCA) MS OF AEW UINJTY =600 In MSrAUY WWY WEM OR NOT Oa WTS EXIST. LOC47ON OF
SAD UIX/XS AS S WO ON AE'SE PLANS Ali MW UPON HE U WWO PIAS MMUMN AAV ARE SIAWCT TO VAArANK
(,L15-0099lf7
PROJECT N0. 815 002961
PARCEL N0. 723150-1545
SW— 17-23-5
LOT AREA
LOT AREA: 6, 000 SQ FT
BUILDING AREA Wl TH
OVERHANGS: 2,863 SQ FT
COVERED LOT AREA: 47.7%
ALLOWABLE LOT AREA: 75.OX
IMPERVIOUS AREA
LOT AREA: 6,000 SQ FT
IMPERVIOUS AREA:
BUILDING INC. OH 2863
DRI VEWA Y 1638
WALKWA Y 65
TOTAL 4566
IMPERWOUS AREA: 76.1X
ALLOWABLE IMP. AREA: 85.OX
FAR CAL CULA TIONS
FIRST FLOOR:
317 SQ FT
SECOND FLOOF
1213 SQ FT
THIRD FLOOR:
1019 SQ FT
FORTH FLOOF
1213 SQ FT
GARAGE:
793 SQ FT
TOTAL LI WNG REA:
3762 SQ FT
LOT AREA
19,399 SQ FT
FAR RA 110
14X
LEGEND
U
IN C MPLIANCE WITH CITY OF RENTON
SD
STANDARDS
W
BY:
SS
Dates: -
BY:
FIRE HYDRANT
Date:
WA 7ER METER
BY:
CONCRETE BLOCK
Date:
GATE VAI. VE
BY:
Dane:
LEGEND
U
DOiWSPcl.
SD
STORM DRA114
W
WA TERMAIN
SS
SIDE SEW k°
)O�
FIRE HYDRANT
®
WA 7ER METER
Q
CONCRETE BLOCK
GATE VAI. VE
W- 381101
0 WNER
JOE BER1\lAS(,
520 Vl%'ILLIAMS � /'_NUE SOUTf-�
RENTON, WA}5
PREPARED BY:
'A.
LISA A. HARBERT, P.E. SITE PLAN/TESC/DRAINA GE � ' T,A N
2021 201ST PL SE, X309 520 WE 11A MS AVENUE +
4 ' BOTHELL, ASA 98155
01.
RENTON, i SHINGTON 98055
` ,r,A.N �- PHONE: (206) 371-3079
LISAHARBERT®OUTLOOK. COM
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NO. B15 002961
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BY MEANS W A ON AND 4i' IMM M
""MEAN''"""``PROJECT
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PARCEL NO. 723150-1545
IES
A AWNX "°r fro Aii� "'.
I
S W-17-23-5
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Utility Specificotions
(1 OR S.)
x RAMp =: ,,
-14
1 "`
Sanitary Sewer Notes and Specifications
ori , „y
ext rlrw � 4 �, UK � 2
THESE N 0 TES SHALL APPEAR ON PROJECTS FOR THE WA S TE WA TER U TI L ! T Y.
�E
No Iff 11irf 3 iiiMiA t� �
5'� PLAM - rLIIC F� IMP' 01" A" E FANCY IIs tr FL
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1. All work and work material shall be in conformance with the standards and specifications
�"�"��
"''���
E�''I WABLE
.�
o f the Cit o f Renton Pl ann in Bu it din Public Works Department en t an h latest
y g/ g/ p d the edi tion of
F
S
OWWAIJ
the WSDOT/APWA Standards and Specifications, as approved and modified by the City of
12 Y4 --..-
r�rM UK
Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept
t4' '� T
PLS
on site at all times during construction.
NOTES:
-
" 1. ftiw iii bwouffigum trf d �.Mna.r�r s.r �y
IF VK IIMIU a OF v 8014AX MY Ire VM MNPAM p-- - 0 mat be pwahowd Imm to +Mr of Ism. Pri/c swim
2. The hours of work in the street right of way shall be per City specifications on weekdays
" 1
FLOW FIA B 1� �aIl< IMMAW W a�IloN �.
aF 1W MW UPS111EAM E aam 1W
unless otherwise approved in writing by the Planning/Building/Public Works Department. An
t 2-6
"ism s�1sx„ A McrELM � 2. Tit m/ pNp* md tmt am be � 1w y arrwra�
Duda wM A5 OEM of= �
t
�= WLVE � � AME � M by MM �Miowt of PICC � �W
approved traffic control plan must be obtained prior to beginning any work within public right
r1 I�
mpm, do�byow +be
of way.
�� �
'
4`�E 13bUPlJMII � � EIMAIr� 3. A �r rrf tN (114C rM�wt be owNl�eined
�, dr � � r. �.mL MM
3. All locations of existing utilities shown are approximate and it shall be the contractor's
�"'
magdp a +f►at "� "� � +r
responsibility to verify the true and correct location so as to avoid damage or disturbance.
11• t
rwom am bww r pow at a waft at is.
12 IV
I= PLM�` � iWW s call
w � w6wwa 1w
4. Apre- construction conference and a 24 hour notice shall be required prior to starting
`'1M M""I"" H0"'' VA t `"'"`'' 1W boom= °"'+''�""""''"'M"" """'r'"
new construction. It shall be the con tractor's responsibility to secure all necessary permits
CAST IRM
� �Io t�rRII�+I�mr uwl� � tr ��+��„ ft MA � *M 4R& MA "Prion Ib � IV„,,,,
prior to starting construction. (Inspection will be accomplished by a representative of the City
MING AND COVER �'' "IEFGAL AS SKC*IED
-_ WA + ink I • � MpIono,r .N I n � � Am �p �
__ _ ink MMS �. p+MIN*� att aid tIALd .� �.
of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24
� E�
w� �PPE
.� �
hours in advance of backfilling all construction.
s. � UM wri�i�rMrr>t`i +�ierwnr. l� r w ds�
_ . .......at; VW lm� If m~ Is fib an :
S. 11 AMD . a*& in mat WAVOWMa VW �w A&M be
5. Contractor is solely responsible for the means, methods and sequences of construction
^. r fw Mo "r�' PWoy°” wd'' 410.1. w
and for the safety of workers and others on the construction site.
45- 1D
GOP QN. P +,g 7. ,� d �►
'�� 'w"w""I""�"I' "' "''''' "'-
6. It shall be the responsibility of the contractor to obtain street use and any other related
permits prior to any construction.
b IIA irk rr>trliMrrr. �s it MMMe
WOW
dt
7. Plans approved by the City of Renton, Public Works Department shall take precedence
aS. M �, awl � .studt g I■
do 4b
over all other plans.
1. er ANS Ir aEArM S ON SEVAM MANS SHALL BE 'EAST JMAN WM WW&5,, W.I.
w
�
No. aM CO EQUAL. aXM OUT SHALL BE A Vt1ER TIGHT ASSEMBLY.
� ICL Thav d>mg bee 10 I" **wow" t��
8. A copy of these approved plans must be on the Mob site whenever construction is in
1
mmboy .w �.■rra�s �� �r and r s.rv1=M a 5 f ort
z. IN u�� � P A 1"-W THIt�4, 2' -Cr U
t�OINCJ�TE, CUSS 30W PAD
IQ.+ + r a.a ,oa «
woum
progress.
AFAI MId THE RM AM CCIVEk
IN COMPLIANCE WITH CITY OF RENTON
CALL FOR LacAnoNs KFORE YW ��
� LOCATORS �_�_��,�y
9. The contractor shall provide the City of Renton with an as -built Browing of the sanitary STANDARDS
sewer system, which has been stamped and signed by a licensed professional engineer
or licensed professional surveyor.
BY: Date.
PUMx VOM
5 on s lowm
SM PUN - 4=1
PLM -
�
D�
TI 1I•
♦ p�LW Vol
6 ! f l=K" L Ilff
DZPAR
10. Backfill shall be laced e uall on both sides of the i
p equally pipe in layers with a loose average
CONNECTION
�'� 2012
Date.
depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 BY: •
percent of maximum density. These compacted layers must extend for one pipe diameter on BY: Date:
each side of the pipe or to the side of the trench. Materials to complete the fill over pipe
shall be the some as described.
BY: Date:
11. Open cut road crossings for utility trenches on existing traveled roadway shall be
bockfilled with crushed rock and mechanically compacted unless otherwise approved by
TF.. -S :�TI N C FTAI1.
FIRE H"ANT SHALL EC CM&Y-nW EQU& TO 1l"yM F-5110 ON
,.+OMP' ONI TYPE SUCH AS MOW MEDALLfO1M: M a H 929, W i I FR
W" CENTURION 200, AND WATMOUS PACER NATI-I r MECHANICAL
12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for
.JOINT rMrt.ET MATH LUGS 5-,1/4- MAIN VALVE OPENINQ TWO 2-1/2-
-T/2-
±10
±10 FT
UAr% cXaarMlLC1KM NAWMAL `tANMiAW THI*_AD.SL 4' I'liNlPLR
Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise
V4Nf:r ttlMIY OF `"f'"''1.Nth "r ''"�'
4.675" SEATTLE TITRE AD X 5- STIORZ, ATT11CHM VATH 1/8- ST1�1" E. S
a ro ved b the Cit of Renton Public Works Deartm en t. Reference benchmark an d
PP y y P
STEEL CABLE. I - I/#" PENTAGON OPERATING NUT. FFIE HYDRANT TO
elevations are noted on the plans.
NEW WATER LIME
ESE PAINTED VA114 TO) COATS Or PAINT. KELLY-MOORE/PRESERVATIIViE
NAINI No. 5/M---bi3 DIM ACRYLIC GLM. S&L.[Y '1ILLL.OMI1 OR
A~)*!') f 4UA1. _ PtAW 1R It) I` A[I� WIN)WAY tit AS
rNWCWD BY WNTON FIW DMARTI�-�,IT. FIS' H"MT FXTFN90k TO
13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the
.......... r.-
EXISI�ih1U wAIER uNI~ � �,�q4 �,.
�w
C)
,`BE � IF REtXIMi.
satisfaction of the Department for the prevention of on-site erosion after the completion
of construction.
MIN. 1 Lr TO 2W DLMIND S ACX OF
r
(;AAOJ ON lY'" HrHINI) lig W14.
3'
All pipe and appurtenances shall be laid on a properly prepared foundation in accordance
SIDEWALK THAT IS ADJACENT TO
cum
with the standards and specifications of the City of Renton Planning/Building/Public Works
4.87!r _ 5' STMZ rAG-MFCF MST IRM VAt,%f SM wITH tuC.
Deportment and the latest edition of the WSDOT/APWA Standards and Specifications, as
5 x5 � THICK ATF PAD ARCxlrwD TYPE COVER. ECALAL TO OLVMt'IC FOUNDRY CO.
- HENT. FWSH TO MATCH SIDFWAI& STANDARD W TOP SECTIOwiI ,NTH NFxULAR BASE
approved and modified by the City of Renton in the Renton Standard Plans & Specifications.
EXISTING TEEN DEAD EW LIVE, Com' OR PLIIG
00 IMI ' l: I 1 OF I BLOCKING ING
FXPANSM JOINT AT SECTION LENGTH TO FIT VALVE NUT EXTENSION
2`, � BACK EBF IIALK AS REOLNl :
14 RAISED PAVEMENT MARKER TYPE SH -A
/ �> �� i
""
This shall all include necessar leveling vel in o f the trench bottom or the top of the foundation
y 9 P
material, as well as placement and compaction of required bedding material, to uniform
E'ERI..IC AL � ROS:, , ,
i�JxFt) FOR F L F�1t, ,IN
'TIMSOMIE IWO-WAY OWE I CTIVE
�.�. a. , �:,., ,z: ..�'
rade so that the entire length o f the pipe will b e supported on a uniform! nunyielding
g g p p pp y dense,
. ITM.. IND LL ANCr N T wrr11 2"TAP & 2'OPI...UG
.� r'ry""'...... ''
base. Pipe bedding shall be pea gravel 6 inches above and below the pipe.
1 FAL IND FI .ANG[ ON WIU )M
:6"` MN
.I-PL(MJ) W/2'OTAP & 20 BLOW --OFF
`�'```�� CON4^RrM B..tidCI(Ol
15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gosketed ASTM D 3034,
TEMP. BLOCK
SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility.
� MAIN LINE TEE. MATIN 6"FLANGE SM OUTLET.
16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches
FINAL CONNECTION O
;
. ,- ��.. p _ 6- "it VAL.W_ (FI X MJ) AwwA 0-.-4M. W��NI SAI
v i grade r h
abo e finished gr e o must t ave minimum 2'
u diameter concrete ring poured at grade.
In paved area, cover must slope in all directions to match paving.
6-UIJt' I�Iw. I>fii7Fl RPL. tXA�`'ti M.�MIr)+I i I;INIrU, Lti�Lti IH 10t l i
NEW WATER LINE
2--3/4- -'TEN STEEL TIL RU5
Ir x W x 4` WNIN M I tZ YARD OF 1-1/4& MI+ 94LD DRAIN ROM
('XAW TF AF IW;
-
� tJN[1EFI H`V�,ANT 1 AEiClVE EST FLAN(. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOCP AM 'SIDES OF
y.
EXIST. WATER LINE
GRAVrQ..
0
FIRE HYDRANT ASSEMBLY
LEVEL ALL GRE` M LL.'lft.L AIL QdX00
Wk 3' RADIUS ON 3' RAE"
t+ I EN ALL. 1 ES I`IIVD,, CLEANING BY POLYPI AILS UN* LC l I0Nj
� ONE MAN
W -MOVE TEMP. BLOCK & BLOW—OFF+ 0ONN .�'�:I:
_ I I _
0 ER
10 EXISIING 'SAI' R '.:INE WI'M 11FEVE l
0.1.ASU SPOOLS S
- -� � �
JOE BERNASCONI
.l.
FINAL CONNECTION CITY FORCES
6"' CONCRETE PAD �• � PAD
CALL DIAL—DIG AT 1-800— 424— 5555 AT
520 WILLIAMS A VENUE SOUTH
LEAST 3 BUSINESS DAYS BEFORE DIGGING
RENTON, WA 98055
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
'� j DAN
PUPAW BY.
SITE PLAN / T'ESC/
DRAINAGE PLAN
a. ¢�
hs
LISA A. HARBERT, P.E.
2021 201 ST PL SE, 1309
DETAILS
520 WILLIAMS AVENUE S
� IJ3_1 C wo-i
.:.::.��.�,
7 NNECTk3N TO WATER MALIN
�. � - a►.�►
�► �� �u3� C w"<S
8 FIRE HYDRANT ASSEMBLY
�. Plti�t - ft�,
� , V ..01,.:,
EXISTING TEE OR E�� D LINE CAP
�..::..::�.,:9 ::$r::a
V n-ir: 201
�a� �\
BOTHELL, ASA 98155
M nuc got o
rrr ca r HorB:
W ��M �c � �E � �W W �� a A� Jnr � � �� U>rIu>ES
V + 47529 A) ����
�s G� .�
� �1
PHONE: (206) 371-3079
RENTON, WASHINGTON 98055
SWW W 11� RAW OR MOT BY POINaMMG 7W UMJWS AND SLOWOW AE WWWAL AND W RM& LOCA WNS POW lO
CONSMWWM 'FMS SHALL #a" CAUMMB U71JTY LWAK AT 1-M-�1--5666 MD AEN PUR aW ALL OF M Eoxx
�AL
�� �'" `�
LISAHARBERT®0 UTLOOK COM
SCAM: NrS'
ISSIN DATE: 12123115
SDN' N0. 4 OF 5
U1MIIIES AT NEER LOCM✓ C OF NEW U11JTY OWS00 IV PN1WAUY IE)iIFY INEAER OR AVT CaIIt WIS EVST. LOCA ALM' OF
SAD SHOW aN RESE RAW 8450 UPGN Af UNN91 FO PLIC MliMM M
U11I7ES AS ARE M AND ARE 9"C T ID WAMNU I AL
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PROJECT NO. B15 002961
PARCEL NO. 723150-1545
,.-304• a A WF" MX F�IL�AI_ n, MG-SFAWS PIAS
�•
SW -17-23-5
MIG BCF SOWS Y=ff 1&14-18 MTH 1.7M" 11If M OW11LE
1 [MA110110 FLAX . TO fib-SiAXS PLASTICrx.
!!h." "-1aS'1" MIN I&ADER L�} MU 1"' UfW" HULL
FIS tom« Mf UO( : MIAL A A)
C1fil ty Specifications
r'~ ..... IN UNWUM lJ f 1 i a
.+° r IMA.). WF" WA AT
........� a ~ .
PWWMTY I. W MTH 12"
LOM COFfVt TARJIECE. A '
12" '`"� ' I
j r _
a y n y
11-1,/4' BEND 22-1/2" BEND 45' BEND
�. •
.
Water Utility Notes and Specifications
7WESE NOTES SHALL APF E4R ON PROJECTS FOR THE WATER UTTUT Y.
.'
r w. rr • -
v.
WUQ WAIr3 w�►
-• ,.- A
- Gaon
1. Alf / 1 in the sfar�dards and
� with of the City of Renton
� TO IAF
-
services
19. All and shall be by the injection of a 50 ppm (minimum caorxaen&ation)
�" � rrc�r�lf-fz � uer� carr �f �c � �
CITY
c���
q_J1
PL&k Works Departrrrent and the latest edibiorn of ft WSDOT/APWA and .
solfon. Dry Calcium shall NOT be placed in the pipe as laid. C�nlorrrre shall be
~" *'
Tuam
TEE �' dEpD
ae+ctad In nae wrttr 7-11. ( ) or 7- ( )F of rd cons t A Ice��e , as and modified by the City of mein ' Se�ctio�r► 3 12 E 113 12 the Sunda
Rernto n in the Rendon Plans & tions. A set of ns shad be on side at all above.
- -- -�loom
BE IN =am f!r me" "a NOMMT& Me ego vftyrmt
times dL#ft .
W.W Im=WL
ff
�IIn A�
IF �E: UNE TO � IS 31e pole 1-
TO BE M4sTALLM w 714E, FUIUfE r Y,wu u
I�r.I SIL fir Sim
................................:.:................................. .
1rrlr I r,► � , 1 4� Y nor iiia
""M = r.w rye I n 11r � OW CK MAX r� 10 TU ref n 10
.......
_52
2. The hours of work in the � right of way shall be 1knite+d too 8:30 AM to 3:30 Pel on unless 20. A c�ar►� is rle+quir+ed pinion to any construction. A �m of free (5) warlOng days notice
- - - is required fir .
otherwise approved in writing by the Public Works D�ep�arbnent at (425) 430-7301. The Police Department;
VIS (PA.L I- (,'14-.Sl ON " � r I FLM
" �,,,7
f
��
Fire Department, and 911 shall be notified 24
LDW UUM Iu Im
3 LZ fY7
'11401
21. T "
hours in advance of any work in the right of way. w�er►ty-faour (24) hours notice will be prior to starting new .
OF 1NIATM YAIII TO
P'iOYff7E. !kAiI;IC Mw t%X'C" ""
AMEAS r:,�..a�r..A" M M 1f r+ WMA ma a FM w WA" I.M 11r,
tr NO. a FM l NYA" Ir lith 1�1�'f ,Sl"
�:mow.► Yit ft3#: FL1f�l1
IL UP& _10 �Im V1W4-n-1�i�-"-3.G, CO IIIcD7IIAI.Q I1R� �
2r-214p33. OR
MAX. I I M SI "m(1-0 - ab X m tw Imo'+
.
3. All locatiions of existing utilities shown are approximate and it shad be the eantrac is responsibility to 22. It shall be the contractor's 'bikiy to secure all necessary penins prior to starting .
MUNI I FR: 3/4-8-2470-2 VATH ANUE BALL VALVE ON WET AND
�. ECK VALVE (1 WfLET
rw. FiL]f.'FII Ck MKISI HL (IF 1) - . t ,..W
the true and correct location so as to avoid da Or For utility locates call 48-hour
� �Y
tOAfXIrt"TIIOMI SIM wrTN BAU VxI:.vIF. I<OM1 . . I" IWIL%U172-11W-44-44G. OR
TAf"EWD 1H PWAD (C'C)w QLKX Jf1MIT MerM " SIA%. ' 21 -#1!5 4, MUD-1-FR: 1 9 2470 2
� �"��M
'
locators locators 800-424-5555 23. Irrstallab�ort of ate , wader services, lines and meters shall not be dome urnti/ all service agreements,
(3/4' F'BT000--3-0) OR A1r wCDOW&D 470IEt flK`►Tht IIt.ET AND (AIfitIET rNTH C1UNCC ,O11i_ f'ACIE.c rlNGS ON
(Y- F81OW-4-4) OR AY wC104ALD 470* wLIET BALL VALVE AM SME afcK VALVE all ouRIT.
�.�..
rrnetler applK'atiorrs, co► - �. and Pam of fees have been made to the City of Rendon.
�TWOM SHBE AIfITH QUICKJaMNT.
NOTE:
"u IifETElIY BOWS TODWAUM�
CAA�T MWA FOU Ee � f��evf� f:�r 15. MtA� :IE
Ef�uur,t. � aL�+c FClur+rrr_
- - ==y -
1�
4. An approved Traffic Control Plan is required to be submitted at the meeting.
5. Datum for Vertical Control shall be North American Vertxal Dlatum 1988 Meters, and for Horizontal Control 24. All connection to existing mains is to be fished by the City of Rerrdah, fexeept whet taps, wfiidr may be
shall be North American Datum 1963/19191 Meters unkss o vet the . of Rendon Public made by a wet tap contractors with prior approval from the Pubk Works Department: All necessary
dP�n by �'Y
rFeo�r ��I� r� � HE Il+�ri�u.Ea �
04
BOTH Maes OF A ENA Boot
-- rr --
.
Works Department. Reference benchmark and elevations are noted on the plans. excavation and materials are to be suppled by the contractor and be ons prior to City nob
A 40-`�
6. All watermain pipe is to be cement lined ductile iron pipe faorrforn*V do AWWA C110 and C111 or latest 25. Inspection will be accomplished by a r�epreswitative of the City of Raritan. It shall be tlhe contractor's
A-A
revision, thickness Class 52. Cement mortar lining and seal eoladirhg shawl/ cnnliOrrrr to AWWA C104 or latest bif%ty to notify De nt Servers twenty four (24) hours in advance of blacldliling all construction. The
'
WILL 2- I I c�LE FOR Ufi rLTi
revision Pi joints to be push-on or mechanical joint.
Pe I Pu 10 do be CASs C. All iron pipe and contractor, as weft as tine engineers, strait keep as-buiIt drawings.
ME-ICI) BEAD DEVICE
OLDIX BOOM--,
finings shall be polyethylene wrapped per ANSI/AWWA C105/A21.5-93 .
-1 M01.Frxt
AWA
a ~ _ _:.
�` � "'�'�
26. ��� d0 p �� and temporary biow-off assemblies for testing and p�urrty ac�aep�n�ae prior to tinct
AkD FRONT I OF FIT
7. Cast iron and ductile iron fittin s shall be cement lined, pr+�cire rated as rooted on ,and in
9 P tie-in.
accordance with ANSI/AWWA C110/A21.10-87. Cement lining Shall be in aawdarice with ANSI/AWWA
Y. WLAIIlA ,MIS <A& Of E11.CKXM I"+O E I "AWR IIHM IrDIAMIL ILN AND F(k 'AAL T
� 'W*A SWIMt o � By am �.
C104142114-90. If fittings are 3 to 12 inches in diameter and haeme mechanical joints, the fittings shall in
accordance with either ANSI/AWWA C110 A21 10-87 or ANSrIAWWA C153/A21 53-944 Three (3) Inch too 12 27. Aft joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by the Star Manufacturing
X All rlLr� �� r W � IH I�.� � 1��,� �►� �Company
of Columbus Ohio,
equal, approved %n writing by the Public Works Department.inch
diameter fittings, which have mechanical joints and/or � , s be in accordance with or
` ALL POUND IM11% C`� � I DAY M
ANSI/AWWA C110/A21.10.87 or a combination ofANSl/AWWA C110/A21.10.87 and AhSI/AWWA
4: A.L ItOXMI: ti-IN.L IC CUMWI I_ 6
C153/A21.53-94 such that the portion of the fitting with a joint(s) may be with ANSI/AWWA 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) inches. Of/ mat stne+ets may
N D TF:
I1 mmw nnII smm.L " "A*sT TIS atww nT%w, Wim: mEA
C153/A21.53-94 and that portion of the fitting with flanged joint(s) shalt be in with A WWA be spade cut. All surface concrete, pwaverrrent; sidewalks, curb, gutters, and driveway shaft be sawwrut to
1W �>� CF THS HCU MUST K AT LEAWr 1• FOW
�, f _ � ria LI I 1>� f1 . ,JDKTWCA f�oLrs ars
I&.A�I.>`: �� � YS ,M,Io � �,,�.I. : I��r
a minimum of two 2 inches or removed to an existing expansion joint.
C110/A21.10-87. Acceptance testing in acror�dance wnfi section 53.53 of AIA�/AWWA section 10-4.3 of () n9 J'�'►
LJND°pNe"'" IM ""�'R'E M `PAOM ' -VIC
1W1 10 MANX "&W1HE OPEN SOLaF >w� 1f
ANSI/AWWA C110/A21.10-87 shall be obtained b the eonb�ar and b to the owner.
Y
ow W.
29. A te►tnporary cold mix asphalt patch shall be placed on the day of %nitfal (excavation with a pennaiherhty sealed
8. Gate valves shall be iron bad bronzed-mounted double disc wkti bronze wedging devise and 0-ii
ng n9 patch to be placid, to City of Renton pdrey, within 10 days. Call for subgrade inspection prior to pbcanent of
stuffs box AWWA C500 or of resilient seated AWWA C509 . Vas ws shad be patch
n9 ( ) type ( ) designed for final
a , -JU.1-1 c W04'(S
9 3`4' AND 1 WATER SERVICE
Oft PLAN -
� ,
� 0 CONCRETE BLOOKING FOR
I-1�:�RIz'T'AL AND C��t�1MVwARD
ow PLAN -
� ��"�-�
�' + "� �"
V'ERTIC��L. BENDS
minimum water operating pressure of 200 psi. Gate valves sNW be Clow List 14, NO. A2390
aV�:u��:� �nthn
��� �D�
or M & H. 30. For Cky pwrojrts such as try conduit, the PVC pipe used shall be All chemical
9. Fine hydrants shall be Corey type (opening with the pressure) or camlanessiorh type against
pressure) conforming to AWWA C-502-85 with a 6 inch meduvkal joist inlet and a main valve opening
(M. V. 0.) of 5-1/4 inch, two 2-1/2 inch hose nozzles with National Starxlwd Threads 7-1/2 threads per inch
and one 4 Inch pumper nozzle with the new Seattle Pattern 6 d per inch, 60 degrees V. Threads: IN COMPLIANCE WITH CITY OF RENTON
outside diameter of male thread 4.875 and root diameter 4.6263. Hydranis sal haw a 1-1/4 inch pentagon STANDARDS
operating nut opened by turning counter clockwise (left).
BY: I Date:
_
.- -
10. The two 2-1/2 inch hose nozzles shall be fitted with cast iron thmaded caps with operating nut of the
WATER MAIN IF ADDITIONAL. ADJUSTMENT IS
same design and proportions as the hydrant stem nut. Caps shad be fitted with suitable neoprene gaskets for BY:Date. •
REQUAREIIr, INSTALL 2--2" GLf:,E
:. I .. ... ... . .. .. .....�
positive water tightness under test pressures.NIPPI
- F ANO 2 .. fir Wr 81-ND, SCRrwn
AT THIS POINT- F1E LD L A IE F" S HIC ML IER WX IN
PL.ANTrR OR C:1tST IRON PYX IN PA
�-
r�
DIRECTION OF FLC)IN
BY: Date'
ON CONLN� L AWAS.
11. The 4 inch pumper nozzle shaft be fitted With a Storz adapter, 4 irrc�ir Sewattlie Thread x 5 inch Storz. Starz
a..n raPPl r?
YYYYt
tip"
BY. Date:
adapter shall be forged and/or extruded 6061-T6 aluminum alloy, . end portion
y
?w w n r*m
,.
(MIN,)
shall have no lugs and two set screws 180 degrees apart. Storz face to be metal, no gasket to weather.
r W" EUBKrW • - " . CALVA ZM PIPE AS MQUII
--
..
Storz cap to have synthetic molded rubber gasket, and shall be at ta died to hy+drarrt awdaptler with 1/8 irxh,
CANCRI"TF FX_arcacM _ -�
I .., »
coated, stainless steel, aircraft cable.
.PLAN
6 MIN
*#MIN. TYPw .UNI ON 1 YV
12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43-655 safety yellow or
approved equal.
PLAN
13. Pumper connection to face roadway assembly.
14. Fire hydrants shall be installed per City of Rendon Standard Detail for fire hydrants, latest revision. CALL DIAL-DIG AT 1-800-424-5555 AT
LEAST 3 BUSINESS DAYS BEFORE DIGGING.
"MAX
15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All
VT EXT S ASI D
watermain 12 inches and larger shall be at a minimum of 48 Nx hes below finish grade. W/neve utility conflicts
Torr, PIECE CAST RON VALVE (SEE DWG BR46 PAGE EMO)
fQjAL TO OL`iIW C FOUNDRY CO, .-GROUND UNE CONCRETE SIDEWALK
S I AI�uAI� W'1(12 .�{, I ItIN, 6- MAX
� cc-' _ �--- ' �
-
�
occur, watermains are to be lowered to tear.
V ATH REGLA..AR BA'�„ E SEC-00N
LO E I 1 _ , Y - _ ,• . _
:.::: C3
16. All watermains 6 inches and larger in diameter small be c�e+arhed **h pipe cleaning "PIGS" prior to
1'w RES41.JENT SEATED = .` - - .�.
`
`MIN.
disinfection. The "P* pigs" shall be Girard Industries Aqua Swab-AS or approved egwu d, 2 lb1cu. ft. density �
1 R HOSE
rAIr VAS Vt , %(WWD 2 l � NS f QST)
foam with 90 4 durometer urethane rubber coating on the rear of "PIG" only.
CAP VA TH GASKET
2" C►ALYAIrilltf3
PIK 12" LC W
r. .
�
n n
17. PIGS shall be finder she with bullet nose or
cylinder ped square contrarct+or will perform the cleaning
2� rx� NILE �-- �rf� 2•'�"�' I'LL ARu 20 CAS
.
--�----
TO C1 TY
_
EiET11�EN CAP CIB PLUG ,:,�.--�� `+ 7" CLOSE NIPPLE DE'wTEEN TEE
���.yj�
Ah�'i �'` !�' FI W - AND 06 1-1 H�{*V
.�'-�
� -
,TACKED METER � �,
METER I I CSN 6" MIN. FREE
BOXES
•
0 IVNER
_� �,� 2w �I' F-1-HOW
INSTAiLL 4 MIL POLYETHYLENE .�
� IMAX•PLASTIC
DRAINING GRAVEL
All watermains and services shall be pressure t too a rr�rxrnum of 2U0 or 150
18. p psi psi overoperating
COVER oV ..
CRAVEL. CUT HOLE FOR PIS: �� !�t"�
NOTES;_
i. Al. 1. I:;MCri1Hl,, CHECK VA1�.YI' li�1i� s I HI` A iE;S1 LIST (A- HACXFI.0W IIUN
pressure, in accordance with the specifications of the City of Roman and the W State Health JOE BERNA SCONI
��' �,1��
llE�s�.�`-�..A1k*IF;s (I�C,.VA S) I.ISff..0 1. l F' V N
ASSEIMOLICS APPROVED 170R INSTALLATION IN WA A' IINGTON STATE". PUBLISF IED BY STATE OF WASI IINGTON
.
Department. All pressure testing shall be done in the presence of a iatw of the City of Rendon. The 520 WILLIAMS A VENUE S 0 U TH
10 . �� WASHED ORA I�,A�o
DEPARTMENT OF r AL111
2. THE OMI�IER/AF'F'L�CANT MUST OBTAIN A SEPARATE CITY OF BELT PLINK PEf�lt1T F� TSE
quantity of water lost from the main shall not exceed the nun bw of /bins hour as listed in
� P� � � REN TON, WA 98055
H ;IAtNhr1 f 1 �1
11~f�'EGTI�JN
Kentaro Standard Plans &Specifications 7-11.3(11). The looms in pressure shelf not exceed 5 psi during the 2
FCJFt DRAIN
FORD
OF THE IkSTALLAIION OF THE DCVA AND HPINf . THE DWNIER SMALL FURNISH, INSTALL AND IMAItNTAIN THE
DCVA AND ALL F-IPWC AND APPURTENANCE'S SHOWN ON THIS FLAN,
hour test period.
EL[V 11N
3. THE DCVA MIDST BE TESTED BY A STATE CERTIFIED BACKFLOWASSEMBLY TESTER AFTER ITS INITIAL
I NS I IV .F:.A'I WN. AF WR h1 PAIRS' ANIS ANINUAI:.L Y I Hf'RIEA:F I F, R A I C3WNE 1 S fXF'F NS ::_ A C: Y OF I HF I h Ei I
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENQ NEERONG DEPT.. ATTN. WATER
U I ILI IY + 0.qZ-C0NNE.G`I ION WW I RUL 3t-OAL1S I' I-AX 140. 42b-4jO-1241 r
4 � DCVA AND METER BOX SHALL BE LOCATED Chi P4VATS PROPERTY AND AS NEAR AS POSSIBLE TO THE
'IIIfA I FR IME 'I f. R,
PJ V.DAIT_
~.SITE PLAN/TESC/DRAINAGE PLAN
PWABY.
RBD
,
roik
A `'LLL✓✓✓ LISA A. HARBERT, P.E. DETAILS
I 2021 201 ST PL SE, 1309
520 WILLIAMS A VENUE S
is __1'U31 c W034S
+
�A 'I��'�• '
2' BLOW-OFF
�jQ�
Sm PLAN - 80.1
l���c wow
�i� K
IY* TO Jr VALVE
12 Y � � apt
M. P -�
v A �o� a
.r/■�y■r
_1� ,C
PERI4IANENT ASSEMB[-Y
II�1P.ARI MY1N •!
FIRE
]nLw �%��� ��,� � 4,�2 (�� �\ BO THELL, WA 98155
BE A006 E FOR bERIF)'NMG W LOCA afloNSlaAt AAO LMP1H OF ALL EMS71W U �` Sl E!\G` : ;L PHONE: (206) 371-3079 RENTON, WASHINGTON 98055
SN�c wE>fN�� ��
SiAO/II QN AESE PLANS OR NOT, BY POT}KxMfG T►E Ulr11E5 AAO SUPIE� AE MpA2fAdTAL AAO IER1A^.AI. LOCA T1QNS PMIIpP TO '
� .,� �,;,�:- �,V
CaVSI�fA ZK IM SM U W AWE CALLNVG UTNJTY LWAK AT 1-x-424-5666 MO AEN PORK M ALL OF TME 08SlMIG LISAHARBERT®0 UTLOOK. COM
\
UNU ES AT I" LOCA706 OF AEW U71UTY CROSS= IV Pt~ YSCALLY WISFY IMEW ON AVT QOWWIS 04ST. LOC4WN OF SCALE: M IS �IE DATE: 12 29 15 SWT NO. 5 OF 5
SAID UTNIIES AS SMOIIN ON THESE PLANS ARE MW UPON BE G WWW RAW WOM1A AoV AND ARE SLN�.ECT IO MONA 7W
C D : R 3-7 6V, 05