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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.
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.... 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) •
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412 • • • • • • • • • • • • • • • • • • • • • r • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • . • w • • • • • • . • • . • • • • • • • . . • . . . r . • • . w . • . . • • • • . . . . . • • . . • • . . . . • • . • . • • • • • . • • . . • . • . . . • . • . • • . • . . . . .
1 620' HORiZ.
11=4' VERT.
.... 432 .......................................................................•.....................................•... .................... ..........
.
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. EXISTING GRADE r .
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. • • 420 . • . . . . . . . • • . . • • . • • . • • . • . . . • . . r . . . . . • • • • • • . • ♦ . r • • • • • . • • • • • • . • . • • . • r . • . . • . • . . . . • • . . . • • . • . • • . . • • • . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . • . • . .
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4
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' TBP NEV S": B S TY .:. 00 .
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. • . • 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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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
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� ELL FIRE HYDRANT ASSEMBLY DETAIL
FIRE HYDRANT
WS
U77LTY CiOMrIJCT N07E
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o�oa, nw ovm ar Au cxisnMO UMMM Wocnw saw ON
Wr W! a Aftoky W"WAS 11, M Ac KV F 1W
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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
coo; W- 1i96et A NjNjN N �
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