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OALPA(' PLAT Erv'iS1011 110. 1
LOT ' 1 4�
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� I
STA 100+83.4=INTERSECTION
OF NE 19TH Si ? do REDMOND AVE NE
14 ENCHMARK
?8� UN SPIKE IN U. P.
- 0 V ' I EL. = 431.67 U.S. FEET
CON EX 3 'r � 26 RON
9 '1 ,_ 101+00 X STORM -$'' -
�- _. 14 37*E .91'
19TH Sr EXI 1
-- -- r► - 1X-8." �� .�
JIM R►oir cars •
NEW , 48'x' .... ,.
= X =4 ,
I =41 f Y =6 X M R VICE
DTL 1/d I OIL 1 flO
EX 11, SSW
RIIN =431.08
8" PVC IE'S= NORTH 415.809
EAST& WEST 415.85
EX 12, SSMH
RIM =421.30
8" PVC EAST & WEST IE= 416.78
EX X13, SDMH
RIM =430.92
EAST IE =419.24
WEST IE =419.37
NORTH IE =419.12
Ex 229' dw PVC 4 0.4x I LOT 7 ' I 4 45' ELBOW (MJ)
RIM= 422.02
18" EAST IE =415.52 I • 8,603± 50. FT. _ I CONC BLKG
I
I E'X 18 » SOUTH IE =415.47 FF =425.0 .
• -
EX 5, CB I ' TL 042305-9116
RIM =423.66 1:=� 771 4 BLDG.
WEST IE =418.51 �,, I
SOUTH IE =418.41 I =416.86 0*1
EX I'6, SDMH HEAD
RIM =420.85 I
EX ,� 7 , DM S H EASEMENT
\ .
RIM =420.93 LOT 4
18,604-± SO. FTEX /8. SDMH ' 60 •
RIM =420.02 I ( FF =425.0
" = 02 I IE= 417 03 a " ,� o
18" NORTH IE 412. ..:- � � �
18 S.W. IE =412.00 4�712 178.10 .:., ° o
Ex 19, OUTFALL STA 10+00
� a
IE ,�
408.97 X= 4142. Y =676 .7
EX 10, OUTFALL DTL 1/8. r
IE =409.14 I STA 1+ 2 T N.G.P. E ti
�r I RIM -426.4 4» C ( J) � , � � I
IE 41s.s9 » _ _
2 P M Lb F D 1 r -- - - - -•-
FF =424. '
a I zn
LOT 5 Aj
72,332± SO. FT. yj�
420 an� �� a 4 • '��''\
41,8,...
416
474
4
410 a
408 '
406 /-,.j BLDG.
404
402
400 /i ;, • / ,/ ,
WATER R E WER P N
1 - ="*
ATM IE= 416.22 t, LMATED HIND SW
I .% r w
113 4 DI
� FF -42s.o
LOT 1
159 Rs 10, 320.+ SO. FT.
\ • ri
. � w �
P �sTUB o 2% MIN,
LOT 2
FF =425.0 $, F01-f �r.
I r w
38 4 DI-
IE =416
II
NJ
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F x8 "x�gtAP�BNG TEET(MJxMJxFI)
8OTAPPING GATE VALVE (FLx�IJ) I �
.�RLCJi�Q$$ F,QR POIYPIGGING DTL 3/9
-
Or - - - -
TA 1 10+169 Y74 9�l.V+44.38
Ex ��X�'?
M Y =6
a~ ! TA 17 +47.55. 4(Y 1 T .�
„X r xFl� �
IRE RAN ASSY, DTL 3/8
8'x4 � DUCE R (PExMJ)
4' GV JxMJ)
PRIVATE ACCESS ROAD
1�
NEW 314" METER & SERVICE, DTL 2/9
BY CITY Y OF RENTON, TYP
15' WATER EASEMENT
A 0+%,�
f
BEdOED FOR APPROVAL
Sl" DAIE:
m: ��✓'- D111E:
DAIEc
dY: 0r11E: .
Cramer Northwest Inc.
ENGINEERS, SURVEYORS PLANNERS
910 N. CpITIIAL. SR. 0104. Wff. WA NOit
(263)U2-4MO (NAM) or 1'(W0)01 -WA (MI 1no) (fen)
t -film wM�wewwwAMn
PRO op6jpfpd
•
No.
ROLL 1'9 ►7
BY I DATE I APPR
SECTION 40 Tr23N, RaE
-..,. LOT 5
72,33 ?f so. FT. Ilk
450 � h a
C' . - '
41 Al
414
4 a
410 A
408. ,% l
406. i ' BLDG.
404-
402
400
398 �� � ,
396 --- l5�► Cti��� r
,39 342- - • '� °��� a
`'° TL 042305
N. G. P. E.
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dop
ap
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ti� TL 042305-9032-07
,tea �'
tv I TOTAL AREA
o ''7 110.1801 SO. FT.
2.51 ACRES
-A -; A,
rrn °�a o N �
a
BZffCHI(ARK.
M CASE AT WE LOOK AVE. N.E. 121" 1T. ME COM
SEC. 4. T23N.. RK.)
nmmN . 41s" u.1 MT.
S172 BW -
nxAw aftA o smi M pw
ELEN�>wON • 431.17 u.1 a .
TRRNG'1'1 RNIVRAffoN NOTE:
nwrov" AESI AND SMW O1N0 DUAL
NOTE:
Feu AND aONW1 IMMM MM 1O RPM MW 1180 V
rm lm
\ 'mod,
S. LINE N.E. 1 /4. S.E. t 4
`r- Lr �
� ��0`I► 17��7'' -..
6
40
00 �� X404
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TL 12599850000
5-31601 �o•ti
,30. CITY OF
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.,, _ RENTON
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swL Caeut CIMIRR NOAf1A1l7f /SIC. 10 IR70.K ALL AIOR[fl�
&PAY PLAT
MR JIM DALPAY
WATER & SEWER PLAN
CU; W ^ ef96c/ ( ,1-'pifk/ •cep � I- INININ
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'ALT1 �R NOT�4
1. VEN NOTES SMALL APPEAR FOR PROJECTS FOR rig WA1911 U1U7Y.
2. All Dark moteri l end be In oanbrrinarce with the slardsrls and lor-cMloetiono of the City of Not" PiarrllrrgAwdlp/Publlc works Deportment end the Im
odder of the w9pO91/APWA Standards and SiuMkel16% N eppre l ant mrodAod by the City of Renton In the Renton Stoodord Plans & Spadfleetlont A at of
epprov W pions shall be kept on alto at all thrice durMrg oensbection.
3. 1M hour of Wok in the street riot of wey shall be IM NW to S 30 AM to 3:30 PM an wed*p where eft oles approv W In Writing by the Public %to
Department at (425) 430- 7301. 'the Poke Department, Fin Dephertrnent, and !11 shill be notified 24 hours In o0voce of any work in the right of way.
4. AN Indian of exMhrg utNitles shown on approalmote end it std be the contractor's rioponelki y to verity the true and earoct Iocotlon so as to ovoid domoge
or d wbanee• For utility locates edl 48 -hour locators 800- 424 -5S65.
S• An approved Traffic Control Plan is required to be submitted at the Pre- Caatmetlon mreeti t
I. AN wotanod pipe Is to be cement lined ductile Iron p p eonfarnrtng to AwwA 0110 and 0111 or lotat revielon. thicahese Clow 52. Cement marts lining and
red tooting stroll conform to AwwA 0104 or Idest revision. Pie joints to be push -on or mechanical )Dint• Boding to be Clow C. AN ductile Iron pipe and
f ttb p droll be polyeth"no wrapped per ANSI /AWwA C105/A21.5 -93 Standwdo.
7. Cast iron and ductile Iran fittings shall be comet lined. pressure noted as noted an pis w and In occo,dorree with ANSI /AWA C110/0.10 -87. Cement Nning
shah be In accordance with ANSI /AWWA C104/421/4 -90. N Attinge are 3 to 12 inches In dometer and hove rnedrarrkal joints, the fittings shah In accordance with
either ANSi /AWWA 0110- A21.10 -e7 or ANSi /AWNA C153/A21•53 -14. Three (3) inch to 12 inch diameter tlttkg% which have mechanical jointo and /or Awged joints.
shill be In oeeordanee with ANSI /AWWA C110/0.1= or a eambirelbn of ANSI /AWA C110/0.10.87 and ANSI /AWA C153/A21.53 -94 such that the portion of
the fitting with a mechonicd joint(s) may be with ANSI/AM C153/A21.53 -94 and that portion of the tinting with 9arped joint(o) shah be in accordance with A"A
C110/0,10 -87, Acceptance testing In occaft ce with section 53.53 of ANSI /AAA section 10-4.3 of ANSI /ANNA C110/0.10 -e7 shall be obtained by the
contractor and bets, tted to the owner.
& Cote roles shall be Iran body, bronzed- mounted, dabble dsc with bronze medging drvloe and 0-r4 stuffing boa (AWWA C500) or of resilent seated type (AMNIA
CM91 Valves shah be designed for a mbbwm water operating proem of 200 polo Cote valves shall be Clow list 14. Mueller Company NO. A2300 or M & H.
9. Fire hydrants shah be Corey type (opening with the pressmen) or compression type (opal ng against proms) conforming to ANwA C- 502 -85 with a 6 inch
irnicholkd joint islet and a mnoln valve opening (M.U.) of 5-1/4 Inch, two 2 -1/2 Inch hose nozzles with Notional Standard Woods 7 -1/2 threads per inch and
one 4 Inch pumper nozzle with the new Seattle Pattern 5 threads per inch, 60 degrees V. Threoft outside diameter of male thread 4.675 and root diameter
4.62636 Hydrants shall hone a 1 -1/4 inch pentogon aper0n9 rut opened by humming counter clodpolse (left).
1Q 1M two 2 -1/2 Inch hose nozzles shoN be filled with cent Iron threaded caps with opw*q nut of the some design and proportkhns as the hydrant stem nut.
Caps shah be fitted with suitable neoprene gaskets for positive water tiotne so winder test preseurws•
11. Tire 4 Inch pumper nozzle shall be fitted with a Star adapter. 4 Inch Seattle lined x 5 Inch Start. Storz odopter shall be forged and /or extruded 6061 -T6
alwrA% n aho% hardcoot anodize Threaded end portion shah have no kegs and two set screws 180 degrees apart. Start face to be metal, no gasket to weather.
Storz cap to hors synthetic melded nMw goeket. and shah be attached to hydrant adapter with 1/e Inch. coated, doinisse steel, aircraft cable.
121 FIre hydrants shall be pointed with two coots of point. PrtservotIn point mImber 43-655 safety yellow or approved equal.
13. Pumper came ilon to face roadway awe M
14. Fire h)*onh shah be Installed per City of Renton Standard Detail for fire hydrants, latest revision.
156 All waterlrnalns 10 inches and smaller to maintain a 11in41u1 cover of 38 inches below finish grade. AN watern 12 inches and larger shall be at a minimum
of 48 Inches below finish grab. 'where utility conflicts attar, waterm olio are to be lowered to dear.
16. AN wotw maim 6 Inches and larger In dome ter shah be cleaned with pipe cleaning " PIGS" prior to disinfection. the "Poly pigs' shall be Girard Industries Aqua
Serab -AS or approved equal, 2 Ib /cu. ft. density foam with 90A durorneter wethone rubber coating an the near of irlG" only.
17. 'FIGS" shall be cylinder shaped with MW nose or square end The coontrodor will perform the dembl operation.
I& AN watwmaIne and service: shall be preesare 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. AN pressure testing shah be done in the presence of a representative of the City of Renton. The
quantity of water lost from the main shall not exceed the number of gallons per hour as listed In City of Renton Standard Plans alt Specifications 7- 11.3(11). The
loss In pressure shall not exceed 5 psi during the 2 hour test period•
S�'CTION 4, T R3 No R S Ir
19. Al wotermalns and wrvkes shall be dl*fwtsd by the In*sabre of a 50 W (rnlnhwrn Concentration) dhlorlho /water solution. Dry Cdclum Hypodllorite shah
NOT be ploeod in the pie as laid. Chlorine shall be metered/Injected In occordonee with Section 7- 11.3(12X or 7-11.3(12Y of the Standard Spoelfledlom
referenced above.
20. A pre - construction confirms Is required prior to any construction. A mininwm of five (5) working days notice is required for scheduling.
21. Twenty~ -four (24) hour notice will be required prior to starting n" construction.
22. It shall be the controctor s responsbilty to secure all necessary permits prior to starting construction.
23. Installation of corporate stops, water service% lines and meters shall not be done until all service agreements, meter applications. construction permits, and
payment of fete hove been mode to the City of Renton.
24. AN connection to existing mains Is to be aconhplislred by the City of Renton. except wet taps. which may be made by approved wet tap contractors with prior
approval from the Public Waft Department. All necessary excavation and natwW ore to be supplied by the contractor and be on -site prior to City notifications.
25. Inspection will be occamplished by a representative of the City of Renton. It shall be the contractor's responsioNity to notify Development Services twenty four
(24) houn in advance of bockfNbg all construction• line contractor, a, well as the engineers, shat keep ass -built drowkW
26. Contractor to provide pings and temporary blow -off own Mies for testing and purity acceptance prior to fed tie-in.
27. All joint restroint systems (shoclde rods, nuts, baits. etc.) shall be as manufactured by the Star Manufacturing Company of Cdwrobus Ohio, or equal, approved In
writing by the Public works Deportment.
26• Asphalt and concrete street paving shall be saWat to a minknum depth of two (2) Inches. 01 mot streets may be spade cut. AN surface concrete, povw,w t,
sidewalks, curb, gutters, and driveway approaches shall be sowcut to a minimum depth of two (2) Inches or removed to an existing expansion joint.
29. A temporary cold mil 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
10 days. Call for subgrode Inspection prior to placement of find patch. •
30. For qty projects such as telemetry conduit, the PVC pipe used shah be AN chemical process lines shall be schedule 80 PVC pipe. Schedule 40 In unkWaved
areas and schedule 80 PVC pipe under Improved areas.
BENCHMAW
FOUND CONCRETE MONUWNr WH 1 1/2" GRASS aSK
IN CASE AT WT. UAWN AVE. N.E. & N.E. 12TH ST. (S-E COR.
SEC. 4, T23N., RSE.)
ELEVATION as 415.93 U.S. FEET.
SITE BENCIMAW.
FOUND RAILROAD SPIKE IN UfILl1'Y POLE
ELEVATION s 431.67 U.S. FEET.
•
• •
• •
i
.... 424 ............. .......... .......... .............................. .......... w......... .......... .......... .ix ................ �� ......... .......... ..........
.
• EXIS NG GRA7
• NEV. GRADE • -
. _.-•"o- '" STA 12 +9029, VET TAP .
• 'x ' 'TAPPING TEE MJxMJxFL)
x 91 SS
.... 420 ..._.......... • •�._._.....- ..._..... -____� ........_., . �_ .. - .......... ...................... • .. ............................... .. ........................ .
• I' GAtE VAI,� ' (•LxM.O '
SEX 60 STM -�.,' .
. 8' VERT •CROSS FOR w Ir DI
• .ri' MIN VIA" 67V MIN -''' , �RT ELHOV Xj)
. . . 4
CONC. DLK .
SERVICE TAP, TYP
....41Q. ................... ............................... ............. ...........•... w...........................ST� 1Z +47.33•. .. ....•... ...............................
• , FIRE - HYDRANT ASSY• .
• TA401. @'X4'• REDUCER J) •
•
• r • •
412 • • • • • • • • • • • • • • • • • • • • • r • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • . • w • • • • • • . • • . • • • • • • • . . • . . . r . • • . w . • . . • • • • . . . . . • • . . • • . . . . • • . • . • • • • • . • • . . • . • . . . • . • . • • . • . . . . .
1 620' HORiZ.
11=4' VERT.
.... 432 .......................................................................•.....................................•... .................... ..........
.
no
-•r..
. EXISTING GRADE r .
4t4. . . . . . . . . . . . • . • • . . . • . . . . • . • . . . . . • . . . . . . . . . • . . . • r • . • . • . . • . • • • • . . • • . • • . • • . . • • • . • . . . . . • . . . . . • . . . . • . . • . . . . . . . . . . . . . . . . . • . • • . . . . . . . . . . . . .
. • • 420 . • . . . . . . . • • . . • • . • • . • • . • . . . • . . r . . . . . • • • • • • . • ♦ . r • • • • • . • • • • • • . • . • • . • r . • . . • . • . . . . • • . . . • • . • . • • . . • • • . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . • . • . .
. . . . • .
4
. . . . . . . . . 4 . • . • • • • . . . • . • • • • • • • . • . . . . . • • • • . • . • • • • go, . . . . . . . . . • • . • • . • . • • • • • • • .
' TBP NEV S": B S TY .:. 00 .
:
4ft4s, IEs41i.B!
. . . . . . .
. • . • 412 . . • . • . • . . • • • • • • • • . • • • • • . • • • . . . . . • • • • • . • • . • . . • • • • • . . • • • . • • • . • . • . . . • . • • • . • • • . . . . • . . . • • • • . • . . . • • • • . • • • • . • • . • • . . • • • • . . • • . . • • . . . . • • . • . . . . . . . . . . . . • • .
SE WER PA 1'•'10' MM.
1.64' YEf o
Cramer Northwest Inc.
ENGINEERS. SURVEYORS & PLANNERS
Me N. caffu►L, m. 01a, Kart, WA mow:
(!ii)8bZ -INO (NIA) or 1- (M)251 -01N (1M1 frM) (26f)Ob = -4995 (f4m)
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R UFAIR�
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D)
ROLL 1 91.7
By I DATE I APPR
1. AN wel'k rrseterlds dd N In oolrfarrmenoe 1lidr the otandards and peciAcotlon or the City or Roman Utility Doportme+t aril the lal.et edtion of the wSDOT /APwA
Standards ant SdeclAoethshs•
2. AN construction slid be In woordvroe With 'Standard S�aftotlora for Murrk0al Plublk 1NSrks ConsMhuction' prepared by win on Stole Chapter American Prublic
works AwocbtkA later! edition (APWA) and City or Renter Standard
I Al locations of existing utNtiss dwl ore appraAlnhole end It rind be the oontrator's 001,1 y to verify the trw and cared W'otion so as 10 ovoid damage
or
4. Contractor Is wkly repanswlo for On nree a needrods and ssqua1CIII of oo Nlroction end for the safety of waken and others an the construction site.
S. H shah be the y of the antroder to Obtain III we and any other rebted permits prior to any construction.
& Pions approved by the City of Rental. Ptrbik Mort Dope brlhent shah tdo aver d other plans.
7. A copy of thew approve plans reset be on tit job site *Amwr anstnuction is in progress.
8. The contractor shall pravids the City of Renton With an as -built dewing of the sonitary sewer syetem, which ha been stamped and signed by o dcenwd
rind be or sides d the i4e In leyors With o know arveroge deptlh of d inches. mm*rmm depth of a hndft thoroughly tamping wd+
M�to 95 ant mat ny denelt Not canpoc od loyert Wirt extend for one pipe diameter on each side of the pipe or to the side o� the trench•
arials to co npl�rte the 1R over pipe *4 be the some a descried.
It Open lit rood aaeebgs for utility trenches ar wbRing traveled roodwoy stroll be bodflkd with ayshed rock and rnechonically carpooled Cuts into the existing
asphalt shall be me** set 10 = in a osrrtirwaes line• A tanparory mix patch mist be placed Immediately otter bodkfM and compoiction. A permanent hot mix
pddh shah be ploced litho 10 days end chill be per City of Renton oRraht standordL
11. Datum rind be Cry of Renton. 1968 NAVD.
12. AN detwbed oreae shall be waded and nwkMd or otherwise stabilized to the sotbfoction art the Department for the prevention d on -site erosion after the
canpletbn of construdion.
11 AN pipe and oplIwtawsm rind be keid am is property prepori fawn elan in am jinj with Section 7 of the current State of Washington Standard
SpeKifioatione for Rood and Bridge Consbuction. 7bb shah Include nOceeegry leveling of the trends bottom aline tap of the fowhdotkun material, as well as
plocsmn d and cm voc lion of r+egrired be0dng Inoterid. to rnifam grade so that tit entIre length of the pipe will be supported on a uniformly dense unyielding
base. Pipe bedding shave be poe grovel 6 Inches above and below tit 1009
14. Sanitary ager p1p shall be polyvinyl cAlarlde (P11C) now gseloeted ASTM D 30349 SOP 35, or ductile Iron doss 50.
156 In w6roprovOld areas mKeh hoio to extend minimum 6 bows end mnancirnurn 12 inches above finished grade. in poved area, cover must slope In all directions to
notch paving.
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110
OR COMME WA R SUPER CENnMOONN 2W. 90 WAA7ER MEDALLION- WI?BH
6' MECHANICAL JOINT OUT WITH LUGS.
5-1/40 MAIN VALVE OPENINQ TWIT 2 -1 "OK CO1IIw1ECTIONS
NATIONAL STANDARD THREADS. 4' PUMPS CMIECi10N CITY OF
SEATTLE THREADS WITH A STORZ ADAPTOR 4 SEATTLE THREAD
X S' STORZ, ATTACHED MATH 1 STAMUW STEEL CABLE.
1 -1/4' PENTAGON OPERATING NUT. FIRE HYDRANT TO K
PAINTED MATH TWO COATS OF PAINT. KELLY- MOOIiE/I ESERVATIVE
PAINT Nor 5750-563 DTM ACRYLIC OLOSS, SAFETY YELLOW OR
APPROVED EQUAL PUMPER CONirECIION TO FACE ROADWAY ASSEM00
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED.
LEVEL ALL GROUND
MIN 3' RADIUS
13 �1� `lam
CONCRETE BLOCKING
ieiEx MININtro
UNDER HYDRANT
Ir TO 20' BEHIND BACK OF CURB
OR 120 9E4Md0 BACK OF SIDEWALK
THAT iS ADJACENT TO CURB
TWO-PIECE CAST IRON VALVE BOX WITH LUC TYPE COVER -
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 9' TOP SECTION WITH
REGULAR B �� P �T�VE NUT EXTENSION REQUIRED (SEE � �
r RAISED PAVEMENT MARKS TYPE N AS
STIMSOi+ ITE TWO -WAY BLUE.
CONCRETE BLOCKING
- CAST IRON TEE. WITH 6' FLAN GE SIDE OUTLET.
r OATS VALVE (FL X MJ) AMIWA C -509. RESILIENT SEAT
e' DUCiiLE IRON PIPE. CLASS 52 CEMENT yNED. LENGTH TO nT Two 3/4'
STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
\-1/3 CU. VD. WASHED DRAIN ROCK (3' TO 3/8')
FARE HYDRANT ASSEMW
L1M_ ALL GROUND
I V- se...O+y
� ONE MAII ROCK I
1
a�
� ELL FIRE HYDRANT ASSEMBLY DETAIL
FIRE HYDRANT
WS
U77LTY CiOMrIJCT N07E
nW oa rMCroR sws rc Rza►ovsw nay VOVF++W TIC L"nm
o�oa, nw ovm ar Au cxisnMO UMMM Wocnw saw ON
Wr W! a Aftoky W"WAS 11, M Ac KV F 1W
� �ok"'i� � 's Io INN
rX"WMWZ%&&r �"'o o"�� IR'lOLK ALL MIORM
"W MAW
i c �TY `SK N
LSK on s wino cues ?UM wo fa o.pt.
LSK r nw w ww
4 wn MI wakes►
F Ft 50�a
sc.+wnEO 1" x x
ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: 12/96
DWG. NAME: OR24
T
SP PAGE:81021
DALPAY SHOAT PLAT 9-2a- °4
FOR JIM DALPAY rff_
w� P
WATER sSEWER sMO�s 5
FIRE H1fDRANT DETAL s g
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6"
12" MAX 25"
i-
-T21 " 1.
.
4" MIN. ,
7' MIN.
6-1/2"--1
48"
12- (TW)
MANHOLE FRAME AND COVER
SEE DRAWING BR29
NOTES:
ADJUSTMENT (4" MIN.)
1.
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
CLASS C
CLASS D
STEPS OR EQUAL.
CONE
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
+
ZERO
ARE INSTALLED.
RUBBER GASKETED JOINTS
3.
CASTING TO BE PER DRAWING BR29.
IN ACCORDANCE WITH ASTM C -443
4•
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
C
3/4 O.D.
CONCRETE.
1 A O.D.
5.
ALL JOINTS SHALL BE GROUTED.
STEPS - 3/4" DEFORMED BAR
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
CONCRETE RISER BY PIPE INC.,
WASSER MC- CONSEAL OR APPROVED EQUAL;
OR APPROVED EQUAL.
COLOR OF COATING SHALL BE WHITE.
7.
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
8.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
MAX. PIPE SIZE -- 21" I.D.
9•
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
LADDER -STD ALUMINUM
MORTAR OR GALVANIZED STEEL
FILLET CONCRETE SHELF
1% • • PRECAST BASE SECTION
l OR CAST IN SHELF.
6" MIN.
6" MIN. TYP
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
EDITED TEXT
SANITARY MANHOLE TYPICAL DETAIL
ADOPTED
CITY OF RENTON
1�mi STANDARD PUNS
1ST DATE: 12/96
DING. NAME: BR28 SP PAGE: B071
SEWER MANHOLE_
NTS g
6" BUILDING SEWER PIPE
TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEMR
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1: 3:5 Mix 711 �y
CONCRETE BLOCKING `N '15
_z
0
.I
PROPERTY LINE
FUTURE
BUILDING SEWER
W
J 2 "x 4" STUD SERVICE MARKER PAINT UPPER
PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
a AND #6 WIRE WRAPPED AROUND THE STUD AND
O EXTENDED TO THE TOP OF THE STUD.
er
a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl
PIPE SEWER MAINS ARE TO BE CORE DRILLED
dJ�
G� 2% MIN SLOPE
— 6" SIDE OUTLET TEE „� "`�• ��
SEWER MAIN
6" MIN. SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
NOTE:
UNLESS 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.
- DATE I -
Z) UL �LVVLN �2
NTS 1/2
Cramer Northwest Inc.
ENGINEERS. SURVEYORS do PLANNERS
ass N. cE+rML, stc. /1 oa, Kurt, WA az
(253)IB52-4eeo (looa) or 1— (000)251-0109 (+oN free) (263)652-4953 (fog)
[—MAIL- anNaon»►nw.wm
,PAOP witfJ4
STANDARD SIDE SEWER INSTALLATION
(SEINER MAIN TO PROPERTY LINE)
ADOPTED
CITY OF UNION
STANDARD PLANS
WT DATE: 12/96
DWG. NAME: BR39 SP PAGE: B0781
SECTION 4, T 493 N, R 5 E
BACKFILL MATERIAL
(SEE NOTE 5)
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL
BACKFILL MATERIAL
(SEE NOTE 5) -
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6) -
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) —
FOUNDATION LEVEL
ROLL 1'9��
TT
i
►,•+•�•�•�• 0•. 0•.�.•.�.•.�.
•ice w i f4�% . i'.:�� � I
• *
~ � •I.�•'! a
(CLASS A DESIGN)
1/2" WEB 8 PL.
FRAME NC,N,_- LOCKING
'• TYP.
' ?" x 3" x 3/8" NON —SKID PATTERN
ST INTEGRAL ON TOP
COVER -(NOU-LO KING)
FOR 5/8 " -11 N.C. x 1-1/4"
B S.S. SOC. HD. CAP SCREW (3 REQ'D.)
TYP. NON -SKID PATTERN
w B
1" SEAT
2" RAISED LETTERS AS
REQ'D. SEE NOTE No-3 BELOW
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP.) ON 23" B.C.
DRILL AND TAP 5/8 " -11 N.C. 1 -1 /2" CORE (TYP.) (LOCKING)
ON 23" B.C.(TYP. 3 PL.)
FRAME (LOCKING) COVER OCKINi
N0
buoi-
1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL.
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL.
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER ").
W (SEE NOTE 4) --�� LIMITS OF PIPE ZONE
(CLASS B. C, D, DESIGN)
BEDDING FOR RIGID PIPE
6W jE NOTE 4) LIMITS OF PIPE ZONE
ME
Wv —710 go
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
IFY I DATE I AP"
CNW
ml L
LSK
4w
LSK
PIPE BEDDING
rrts
L an
I jW ML nu
wr ��
MANHOLE COVER & FRAME
NTS
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95X MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY,
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18 ".
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFlLL MATERIAL.
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
STANDARD SPECIICATION FOR THE MATERIAL SPECIFICATIONS.
S. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW UNE IS
MAINTAINED.
• A • 4" MIN. 2r' I.D. AND UNDER
6" MIN. OVER 27" I.D.
DATUM
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
CITY OF RENTON
0ii) STANDARD PLANS
LST DATE: 4/97
DWG. NAME: BW 18C SP PAGE: BC
D
a
7
26-3/8 of
25 -1 4"
24"
23-1/4
33-1/4
SECTION A -A
3/4..
1-3/8
MANHOLE FRAME AND COVER
ADOPTED
CITY OF RENTON
�mi STANDARD PLANS
1ST DATE:12 /96
DWG. NAME: BR29 SP PAGE: 13074
S 3/9603
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN
1 /4 I.D.
12•• MAX.
•
+
ZERO
+
0
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
1 A O.D.
O.D.
—
• A • 4" MIN. 2r' I.D. AND UNDER
6" MIN. OVER 27" I.D.
DATUM
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
CITY OF RENTON
0ii) STANDARD PLANS
LST DATE: 4/97
DWG. NAME: BW 18C SP PAGE: BC
D
a
7
26-3/8 of
25 -1 4"
24"
23-1/4
33-1/4
SECTION A -A
3/4..
1-3/8
MANHOLE FRAME AND COVER
ADOPTED
CITY OF RENTON
�mi STANDARD PLANS
1ST DATE:12 /96
DWG. NAME: BR29 SP PAGE: 13074
S 3/9603
CITY OF DALPAY SHORT PLAT e -28 -04
RENTON FOR JIM DALPAY
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NININ N A
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DATE:
BY:
DATE:
BY:
DATE:
BY:
DAZE:
CITY OF DALPAY SHORT PLAT e -28 -04
RENTON FOR JIM DALPAY
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FR 51lm � ,:
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BY:
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I STA 100 +83.42 = INTERSECTION
OF NE 19TH ST & REDMOND AVE NE
DALPAY PLAT DIVISION N0. 1 m SITE BENCHMARK STA 12 +80.28, 4 LT
LOT 11
FaC R01I LINE �`� J� ��'� FOUND R.R. SPIKE IN U.P. WET "TAB DTL 4 9
` --= 8 x8 x8 TAPPIN TEE (MJxMJxFL) �`EL. = 431.67 U.S. FEET
pN� ,� a CONC. BLKG.
.. EX 3 � -MX ROW L 8" TAPPING GATE VALVE FLxMJ
S88014'37'E 301.969'
"�IERL�RS FOR POL IGGIWIG DTL 3/9 I �°
_
S88014371E 301.980' YFAS.) EX STORM `8 •'�
0�0 - 101 X00 - S88 14 371E 479.91 '
N..E'. >9TH ST Ex#'a_ -- 4 ,-- Dr _
---- - --,..�. -.. _ _ 10 4 _ _ - 103
+z0 -
�- -- EX im�X #2
EX ROW ... - -- _ .
LINE .... .... __ _
. .......... .
1.71.9 `• • • q =.9`
SSMH DTL 1/8"),, X= 4053.0 - -- --- -- - - ' ' •�• Y= 6978.3
RIM =430 8 Y =6983. I 171.975
IE =416.2 S EX. METER (RELOCATED) A 12 +47.
IE =416.1 415.95(Wj I �# � � 8 x „ 55 4 LT
I „ 6 TEE' (MJlx FL
AREA TO BE DEDICATED P �' I w I F
U ON � `� I N � `r' .......... 'c' � GV LxMJ
RECORDING OF THIS PLAT o I I -FIRE H� DRAN ASSY, DTL 3/8 ,V
c 113' 4" DI w , 8 "x4" REDUCER (PExMJ)
-EXIS iN .UIl m 0 .
426
=
FF z a
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Cr
EX 11, SSMH I / LOT 1
�' 0, 3201 SO. FT. W t
RIM= 431.Q9 I ..,I I I
�o t
8" PVC IE'S- NORTH 415.79, I V
EAST& WEST 415.84 4 �8 " --�_ 172.012 5 I o �� # I PRIVATE ACCESS ROAD
- ..._, & DRAINAGE EASEMENT
EX #2, SSMH �.� o i ........
RIM = 421.30 "
TvSTUB ®2� MIN, �'TYP I I f� - NEW 3 4 " METER & SERVICE, DTL 2/9
8" PVC EAST & WEST IE= 416.78
�TL N I I BY CI OF RENTON TYP
/ I ,
EX #3, SDMH o LOT
I 2
( � d
RIM= 430.92 FF= 425.0\ F. 601 t SO. FT.
EAST !E= 419.24
� 4 DI I
WES T IE - 419.37 38 15 WATER EASEMENT
� � f
NORTH IE= 419.12 \ 172..E 043' I ! TA 11+06.5, ,10.8' LT
I �� iTA 10 +80 2 LT
Ex #4, CB �. I _ •� 4 45' ELBbW (MJ) RIM= 422.03 227 8 PVC ® 0.49 LOT .3 I o
18" EAST IE= 415.58 I 8,603± SQ. FT. t : ;..: o I, CONC BLKG
18" SOUTH IE= 415.43 FF =425.0 .EX.
TL 042305-9116
EX #5, CB , - #
RIM =423.66 v 6' 77' 4 B
WEST IE =418.51 I / r _ BLDG. I
SOUTH IE= 418.41 I 172.0
-- -• 7t 1 ,
EX #6, SDMH HAMMERHEAQ
RIM =423.71 EASEMENT
I �f
EX #7, SDMH .::;:.
R1M= 420.93 LOT 4 .� \
EX #8 SDMH
8,6041 S0. FT. t 60''
RIM = 420.69 I I FF -425.0
18 " NORTH IE= 41 1.94
18" S.W. IE =411.94 S88014137%P
EX #9, OUTFALL
IE= 408.97 ,
EX #10, OUTFALL "' SSMH DTL 1/8
IE= 409.14 �D I / STA 1 +0 2' T N. G.P.E
I RIM = 426.39" 4" CA (14, J), ON B ; I
.� IE- 417.09 8" N), 2' PL'RM 6L0 OFF •� 1 � - - - - - - - - - -
�1�- 417.14 6 S -) , r
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\FF=424/0
LOT 5 A)
72,3-32f SQ. FT. Nil'L
420 N ` n\
IN
6 _ .7
ATCH JN
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v / BLDG.
400
WA TER & SE WER .PLAN
1 -30'
RECOMMENDED FOR APPROVAL
DATE:
DATE:
DATE:
DATE:
Cramer Northwest Inc.
ENGINEERS, SURVEYORS & PLANNERS
945 N. CENTRAL, STE. #104, KENT, WA 98032
(253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax)
E -MAIL: cnlOcramernw.com
"Ib CT
S• K R U IT
L �'. 61-05
�iwies -11/26/2= -1
REVISION
BY I DATE
APPR
SECTION A T 23 N, R 5 ,E'
LOT 5
72,332± SO. FT.
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406- _ f��/ . • v BLDG.
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396 ���ph� ��
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BENChWA.RK
FOUND CONCRETE MONUMENT WITH 1 1120 BRASS DISK
IN CASE AT INT. UNION AVE. N.E. do N.E. 12TH ST. (S.E COR.
SEC. 4, T23N., R5E.)
ELEVATION - 415.95 U.S. FEET.
SM BENCHMARK
FOUND RAILROAD SPIKE IN UTILITY POLE
ELEVATION - 431.67 U.S. FEET.
TRENCH RESTORATION NOTE:
ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON
TRENCH RESTORATION AND STREET OVERLAY DETAIL.
NOTE:
FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO
EXCAVATION FOR WATERAIAIN INSTALLATION.
NW lcat
�-SK
oak LSK
a411cm
LSK
1 " =30'
r Mo► a� .�a�
111011ITICA: ft" ,
we lorl",
DATUM
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TO ALA EA
1 10,1801 SQ. FT.
2.51 ACRES
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TL # 2599850000
S- 3/9�00�
CITY OF
mu
am ..
RENTON
Plonning /Building /Public Works Dept.
ROLL 200 FR 411
IMLITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION.
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE
HORIZONTAL AND VERI'K",AL LOCATION PRIOR TO CONSTRUCTION. THIS
SHALL INCLUDE CALLING UTILITY LOCATE O 1 -800- 424 -5555 AND THEN
POTHOLING ALL EXISTING UTILITIES AT LOCATION OF NEW UTILITY CROSSINGS
TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF
SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
SUSUECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PROBLEMS
PRIOR TO PROCEEDING WITH CONSTRUCTION.
DALPAY SHORT PLAT 11-28-04
FOR JIM DALPAY
WATER & SEWER PLAN
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I. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY.
2. All work material shall be in conformance with the standards and specifications of the City of Renton Plonning/Bulding/Public Works Department and the 1996
edition of the WSDOT /APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans alt Specifications. A set of
approved plans shall be kept on site at all times during construction.
3. 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 the Public Works
Department at (425) 430 -7301. The Police Department, Fire Deportment, and 911 shall be notified 24 hours in advance of any work in the right of way.
4. All locations of existing utilities shown ore approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage
or disturbance. For utility locates call 48 -hour locators 800 -424 -5555.
5. An approved Troffic Control Plan is required to be submitted at the Pre - Construction meeting.
6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class 52. Cement mortar lining and
Beal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical pint. Bedding to be Class C. All ductile iron pipe and
fittings shall be polyethylene wrapped per ANSI /AWWA C105/A21.5 -93 Standards.
7. Cost iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI /AWWA C110/A21.10 -87. Cement lining
shall be in accordance with ANSI /AWWA C104/421/4 -90. If fittings are 3 to 12 inches in diameter and hove mechanical joints, the fittings shall In accordance with
either ANSI /AWWA C110- A21.10 -87 or ANSI /AWWA C153/A21.53 -94. Three (3) inch to 12 inch diameter fittings, which have mechanical pints and /or flanged joints,
shall be in accordance with ANSI /AWWA C110/A21.10.87 or a combination of ANSI /AWWA C110/A21.10.87 and ANSI /AWWA C153/A21.53 -94 such that the portion of
the fitting with a mechanical joints) may be with ANSI /AWWA C153/A21.53 -94 and that portion of the fitting with flanged joint(s) shall be in accordance with AWWA
C110/A21.10 -87. Acceptance testing in accordance with section 53.53 of ANSI /AWWA section 10 -4.3 of ANSI /AWWA C110/A21.10 -87 shall be obtained by the
contractor and transmitted to the owner.
8. Gate vales shall be iron body, bronzed - mounted, double disc with bronze wedging device and 0 -ring stuffing box (AWWA C500) or of resilient seated type (AWWA
C509). 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 do H.
9. Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C- 502 -85 with a 6 inch
mechanical pint inlet and a main valve opening (M.V.O.) of 5 -1/4 inch, two 2 -1/2 inch hose nozzles with National Standard Threads 7 -1/2 threads per inch and
one 4 inch pumper nozzle with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside diameter of male thread 4.875 and root diameter
4.6263. Hydrants shall have a 1 -1/4 inch pentagon operating nut opened by turning counter clockwise (left).
10. The two 2 -1/2 inch hose nozzles shall be fitted with cost iron threaded cops with operating nut of the some design and proportions as the hydrant stem nut.
Cops shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures.
11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 inch Storz. Storz adopter shall be forged and /or extruded 6061 -T6
aluminum alloy, hordcoat anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart. Storz face to be metal, no gasket to weather.
Storz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adopter with 1/8 inch, coated, stainless steel, aircraft cable.
12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43 -655 safety yellow or approved equal.
13. Pumper connection to face roadway assembly.
14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision.
15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All watermain 12 inches and larger shall be at a minimum
of 48 inches below finish grade. Where utility conflicts occur, watermains are to be lowered to clear.
16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning "PIGS" prior to disinfection. The 'Poly pigs' shall be Girard Industries Aqua
Swab -AS or approved equal, 2 lb/cu. ft. density foam with 90A durometer urethane rubber coating on the rear of 'PIG' only.
17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will perform the cleaning operation.
18. All watermains 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. The
quantity of water lost from the main shall not exceed the number of gallons per hour as listed in City of Renton Standard Plans do Specifications 7- 11.3(11). The
loss in pressure shall not exceed 5 psi during the 2 hour test period.
SECTION A T ,23 N, R 5 E
19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine /water solution. Dry Calcium Hypochlorite shall
NOT be placed in the pipe as laid. 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 above.
20. A pre - construction conference is required prior to any construction. A minimum of five (5) working days notice is required for scheduling.
21. Twenty -four (24) hours notice will be required prior to starting new construction.
22. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction.
23. 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 hove been made to the City of Renton.
24. All connection to existing mains is to be accomplished by the City of Renton, except wet tops, which may be made by approved wet tap contractors with prior
approval from the Public Works Department. All necessary excavation and materials ore to be supplied by the contractor and be on -site prior to City notifications.
25. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractors responsibility to notify Development Services twenty four
(24) hours in advance of backflling all construction. The contractor, as well as the engineers, shall keep os -built drawings.
26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie -in.
27. 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 Public Works Department.
28. Asphalt and concrete street paving shall be sowcut to a minimum depth of two (2) inches. Oil mat streets may be spode cut. All surface concrete, pavement,
sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to an existing expansion pint.
29. 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
10 days. Call for subgrade inspection prior to placement of final patch. •
30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved
areas and schedule 80 PVC pipe under improved areas.
BENCHMARK:
FOUND CONCRETE MONUMENT WITH 1 1/2" BRASS DISK
IN CASE AT INT. UNION AVE. N.E. do N.E. 12TH ST. (S.E COR.
SEC. 4, T23N.. R5E.)
ELEVATION - 415.95 U.S. FEET.
SITE BENCHMARK:
FOUND RAILROAD SPIKE IN UTILITY POLE
ELEVATION - 431.67 U.S. FEET.
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S OFILE _ I - -2 I'Z
. WER PR
Cramer Northwest Inc.
ENGINEERS, SURVEYORS & PLANNERS
, ___ 945 N. CENTRAL, STE. #104, KENT, WA 96032
(253)852 -4880 (local) or 1- (800)251 -0189 (foil fro*) (253)852 -4955 (fax)
E -MAIL: cnl0cram•rnw.com
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5- 3 /9vo5
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I
SE1 rER NOTES
1. All work materials shall be in conformance with the standards and specification of the City of Renton Utility Department and the latest edition of the WSDOT /APWA
Standards and Specifications.
2. All construction shall be in accordance with 'Standard Specifications for Municipal Public Works Construction' prepared by Washington State Chapter American Public
Works Association, latest edition (APWA) and City of Renton Standard Specifications.
3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage
or disturbance.
4. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site.
54 It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction.
6. Plans approved by the City of Renton, Public Works Deportment shall take precedence over all other plans.
7. A copy of these approved plans must be on the job site whenever construction is in progress.
8. The contractor shall provide the City of Renton with an o3-built drawing of the sanitary sewer system, which has been stamped and signed by a licensed
professional engineer or licensed professional surveyor.
9. Backfdl shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each
layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on 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.
10. Open cut rood crossings for utility trenches on existing traveled roadway sholl be bockfiled with crushed rock and mechanically compacted. Cuts into the existing
asphalt shalt be neatline cut with saw in a continuous line. A temporary mix patch must be placed immediately otter backfill and compaction. A permanent hot mix
patch shall be placed within 10 days and shall be per City of Renton current standards.
11. Datum shall be City of Renton, 1988 NAVD.
12. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Deportment for the prevention of on -site erosion after the
completion of construction.
13. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7 of the current State of Washington Standard
Specifications for Rood and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as
placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding
base. Pipe bedding shall be pea gravel 6 inches above and below the pipe.
14. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gosketed ASTM D 3034, SDR 35, or ductile iron class 50.
15. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade. In paved area, cover must slope in all directions to
match paving.
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M do H 929. -
MUELLER SUPER CENTURION 200. AND WATEROUS PACER WITH
6" MECHANICAL JOINT INLET WITH LUGS. _\
5-1/40 MAIN VALVE OPENING. TWO 2 -1/2" HOSE CONNECTIONS
NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF
SEATTLE THREADS WITH A STORZ ADAPTOR, 4" SEATTLE THREAD
X 5" STORZ. ATTACHED WITH 1/8' STAINLESS STEEL CABLE.
1 -1/4' PENTAGON OPERATING NUT. FIRE HYDRANT TO BE i P
PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATI VE
PAINT No. 5780 -563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR MAX 4"
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. MIN 2 "�
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. 1
18" TO 20" BEHIND BACK OF CURB
OR 12" BEHIND BACK OF SIDEWALK
THAT IS ADJACENT TO CURB
TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH
REGULAR BASE SECTION LENGTH TO FiT. VALVE NUT EXTENSION
AS REQUIRED (SEE DWG BR46 /PAGE 8090).
RAISED PAVEMENT MARKER TYPE 88 A8
L.,..61._._ - -
STIMSONITE TWO -WAY BLUE.
0. 42" MIN CONCRETE BLOCKING
BURY
CONCRETE BLOCKING
.. 1, . I O s
., - \ ' ' -
CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET.
I \ N 6" GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4"
STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
16" x 8" x 4' MININUM
UNDER HYDR NTK 1/3 LEVEL ALL GROUND CU. YD. WASHED IN ROCK (3" TO 3/8 ")
MIN 3' RADIUS FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
1 5" STORTZ MIN 3' RADIUS
6 1
•
ONE MAN ROCK •
1
6
Elul FILL FIRE HYDRANT ASSEMBLY DETAIL
bYDRANT LOCA110N IN CUT OR FILL ADOPTED
CITY OF RENTON
\���' STANDARD PLANS
•( LST DATE: 12/96
6/4/03 ADD WATEROUS do CHANGE PAINT MANUF. LC AG
DATE REVISION I BY APPR DWG. NAME: 8824 SP PAGE: 6102
FIRE
Nrs
CONFLICT NOTE
THE CONTRACTOR SHALL. BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
HORIZONTLiLL ANA VERhCAALL LLOOCAA77ON PRIOR 0 CONSTRUCTSURVEYING I. E
SHALL INCLUDE CALLING UTILITY LOCATE O 1- 800 - 424 -5555 AND THEN
q8THOLING ALL EXISTING UTILITIES AT LOCATION OF NEW UTILITY CROSSINGS
PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF
SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
SUBJECT TO VARL4710N. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PROBLEMS
PRIOR TO PROCEEDING WITH CONSTRUCTION.
HYDRANT
`" �` "' C1TY OF
4�
RENTON
Drw1TUM
Plonning /Building /Public Works Dept. . .
__ __ ]..�_
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ROLL 200 0 F RrG412
BY:
L;
RECOMMENDED FOR APPROVAL
DATE:
DATE:
DATE:
BY: DAIS:
MM
DALPAY SHORT PLAT 9-28-04
FOR JIM DI4�PAY ^°°'°°'°
WATER 8 SEWER PROFILESMOTES 5
FIRE HYDRANT DETAIL I Uff. 5 W. �
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APPR
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HYDRANT
`" �` "' C1TY OF
4�
RENTON
Drw1TUM
Plonning /Building /Public Works Dept. . .
__ __ ]..�_
r
do r
ROLL 200 0 F RrG412
BY:
L;
RECOMMENDED FOR APPROVAL
DATE:
DATE:
DATE:
BY: DAIS:
MM
DALPAY SHORT PLAT 9-28-04
FOR JIM DI4�PAY ^°°'°°'°
WATER 8 SEWER PROFILESMOTES 5
FIRE HYDRANT DETAIL I Uff. 5 W. �
.,Q a , e,4.1 - 3 ., f4a 0 a Al- NIN NIN A A.
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