HomeMy WebLinkAboutWTR2700257 (2) ROYAL HILLS APARTMENTS � � `� W-257
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THIS DRAWING HAS BEEN REDUCED
APPROXIMATELY HALF SIZE. GO NOT SCALE.
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I 104
• ; 1gI1TON G!hh15 ! A:SOCMTfS,K
f_./. ..........•, �� _ �.... -GENER::L LAYCt;T �. `
city of Renton, Utility Dept.
PRESSURE TEST FORM
Ni
Water Project
Name of Project
This test was taken by Hyr:. '� .F c- on
minutes.
At a pressure of IxC
PSI , for
The test "Failed" ____ on
"Pas ad'' e iti .on
comments: S
BEGINNING
OF FILE
RLE TTLEuU.-rk-i iv -;Vs7
RDYAL NILLs 4PpRfFf6"AolV
EASEMENT
For a valuable consideration, receipt of which Ls hereby m knowledged, the Grantor-- ._-_--__-,
____ROYAL ill Ll INC A W_ hinatoo Cvr)oration ---______ __ ____________ _____-__-_--_
_ . - - -_ -------------------
hereby granter __and conveyor----to the Grantee TUE_CITX Q1 _BENT9l?►A_tlunl aAPal_Sv7PRrttion s
e h.i r . . successors and asslgrls, the right, privilege and authority to construct, improve, repair and
maintain __. _PlCh1IC_utlltti-gs.,pnd_ their.gpPurEgnaDce,R--_-------^ ---
across, over and upon the following land, located in 91119 _.----- gooney,Btate
Washington, to-wit:
f '
SEE ATTACHED DESCRIi . IN
The Grantor _ shall make no use of tlee land oecupled by slid__. -------------------•---- i
{
7f ,
seer -pnA-maim gtnP.4 r _____ ____________----------
--------- -------------
except _
fnr__..___.._ r
-------------
In exercising the rights herein granted,the Gtantee--_theLr-saccessors and assign^, may Paw
._OA444;nt_-_-__._.._.. ____.._..._
and repay over said - --------"
may cut and remove brush, trees and other obstraetinns which in the opinion of the Grantee. -- - in-
terfere with. ._ accesg.end_ operation and maintenance v1 .a'.il It ie:.
The covenants herein contained shall nun with the land and are t inding upon all subsequent
owners thereof.
'IRcaxrat�'ifn�idsaf6. ._ .. - ..dra@>bn:P-t"Id.witdtraak"sob
nrxethan. _4se0.distantion.titherTitle:f++mY'apriasYxlroentrr:liuu+.screw.n%•d.
larrei:
In Witness Whereof.The said Grantor___- ha hr.--exec.uted this Instrument the.
day of__, tlatch------
HnLrrt Lea President
I,InA I. M..f"I.all ',ecretary
BILL OF SALE
ar coo"..T.o,<
KNOW ALL MEN BY THESE PRESENTS, That_li<<Y•a l_t1111.:.+_LOG-------------- .__-- -------
' 1 BTATE OF WA88IIQOTON,
a corporation organized and existing by virtue of the laws of the State of__}IasLLogioa`..-_--__ -- Va. (QCRPORA•LE ACKNOWLEDOM6NT)
for and in consideration of the sum of a!€_anq_pvC144_�---c-z-crrr�enecrrr: : _ =:=r Dollars'. County or._JSuIi._..___.._________ �_ _
O coin of the United States, to it in hand paid, the receipt whereof Is hereby acknowledged, does On thin------I_Z:,A-------_----__- __ ________________
Fr; by these presents grant, bargain, sell and convey unto _4he_GSiy_xL_BeD2eIt--------------------- Wore me personalty .ppftNd___As_A._SAaW.LQ"_J.L-------------
J
s alluoi-la J Su[uvca�!pn------------------------------------------------------------- -- -- to memovrntobethe------ ----------_
--------------------------------
`W of the corporation that executed the within and foregoing instrument,and acknowledged said loatrument to be tha tree
the following described personal property, located at-Royal_fil l l o_Apar.rment_S i te..Ja_the_54-of. and voluntary act and deed of said corporation, for the u.es and purposes therein mentioned, and on oath stated that
Nor Ch Range 5 East W.M. he was authorized to execute said uutrim-rit and that the seal affixed Ls the corporate seal of said corPorgtira.
xhs_JCS_et_ fs_tl2n_dl,_Towggtjp_2} __ to.wit.
IN W1TNF88 WHF.RF,OP I have hereunto get my hand and affixed my official seal the its,in year first ebje'
1. WATER DISTRIBUTION SYSTEM - being composed of the following:
a. + 3445 lineal foot of 12" dia, cast iron pipe written. -<
s
h. + 217 lineal foot of 8" din, cast iron pipe ���,e.
(
c. + 1937 lineal foot of 6" dia, cast iron pipe
Notary Patine in and for the state of Washington,residing at -----------------n,_ ____________ _.-An laid Cutyli •
TOGETHER with 12 fire hydrant assemblies and appurtenances to the said water mains.
2. SANITARY SEWE' COLLECTION SYS'fE.M - being. composed of tke following: -
a, + 2827 lineal foot of 8" dia. cone, pipe
b. + 20 sanitary sewer manholes
TOGETHER with appurtenances to the said sanitary sewer mains.
1. STORM SEWER SYSTEM
a. + 2680 lineal feet of 12" :one, pipe
b, + 3ti9 lineal feet of t0" cone. pipe
c, + 1693 lineal feet of S" cone, pipe
d. + 400 lineal tee[ of 8" corruguated metal pipe
TOGETHER with 16 storm manholes and appurtenances to the said storm system
ti
4. ROADWAYS t�l
a. + 3910 lineal feet of asphaltic concrete pavement - 14 feet wide
b. + 8000 lineal feet of concrete curb and gutter
Roadway to include storm Lines catch basins, sidewalks and all appurtenances thereto.
Expressly warrants sold Water Distribution Syste.., Sani Lary Sewer Collection a
System, Storm System and Roadway ogainst any expenses, costs or liens here-to- dtGvb4,;;
fore incurred thereon by, through, or under seller herein. G
r orb,.
N _ .
J •'
V' FILED for Re¢c,, d at ROQUPP • 0
ire c I taa � M 3 17
v. f _> O� g
UfFI('E UE 'ft1E ( il'Y ( '
r•A sargr OGcECTGR
7 1eU aoi.i.. AVE. 5OU•rM R2CORD3 d ElCCT10Mg
r- KING CCUNTY, WAsll.
the same being at-----Atntgo.. . .. ____. --- in .King. .. _. . . . __ .. --_County, Washington <Q
al
The vendor herein covenants and agre«s to warrant and defend tho sale of said property, goods rt
and chattels, hereby made, against all and every person or persons whomsoever, lawfully claiming o
the same or any part Ihereof. O
EXECUTED at.. ----------- --- Washington,Washington, this_.._,UX4__-_--
dayof--- ------------------
..1tUYAL.tl
A.
SY -Z�u 'x_'_--------- W
K. 5 ck, Jr, I J`` p I
..,«« President I N I I
BILL OF SALE
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faa Mea O IwrM..1 .,,IM w<.aIN/NwN. taM wa.W Is MIMN O m
wYaMrW l,yl a.M G. MIIM IMII M K Z
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THE SANWICK CORPORATION
SUITE 12W DENNY BUItDINO 2200 SIXTH AVENUE SEt ME WASNINOtON 00171 20 6221611
February 13, 1970
Jack Wilson, City Engineer
City of Renton
ity Hall
Renton, Washington, 98055 ,. .
Dear Mr. Wilson:
According to our records, the city removed 1700 cubic yards of .=e
gr: vcl from the pit at Royal Hills durirg one Period in 1969•
It was used for water main work in th. area, .� believe.
The amount due is: „.
1700 yds. ! 50.60 - $1,020.00
'thank you,
THE, SANWICK CORPORATION
ft. D. Turner
Prn,jeete Engineer
�� GF gflo!
FF®'�®
GAM, a LANDAU C0Nf4TRlTf-l7ON COMPANY, IM'.
AM) IBRAIIND. INC.
A JOINT VENTURE
101E EA/TLA4i AVENUE °W
%KATTLE. WAONINGTON MIRE
TELEINONE.IOb 1240011
S'!.A #24296 November 14. 1969 �F
City of Renton
city Hall
Renton, Washington
1 a
Attn: City Engineer ,.
Re: Royal Hills Apartments
Subject: Invtallation of Water Line
Gentlemen:
The contractor who is installing the water line from
Tiffany Park to the existing line on Royal Hills Boulevard
has vldermtned Royal Hills Boulevard and left dirt on the
roadway.
This to to advise you chat ve will not be held
responsible for the activities of this contractor and
suggest that you review the situation.
Very truly yours,
GALL-LANDAU-BRAUND 6
S&S COI RACTORS, INC.
R. L. Landau
RLL:gk
cc: Royal Hills, Inc.
4
N
M COOLI EM pDONALO j�c>�r Oct
n
N�0
fPj
October 13, 1909
Mr. Jack Wilson, City Engineer
City of Rcnton
:00 Mill Avenue South
Renton. Washington 9SO55
REt Itoyal trills Apartments
P.II.A. //127-55Ul6
Dear Mr. Wilson:
This letter will answer the four (4) Letters we received from
the traffic, water, and engineering departments. The letters
are dated October b, October 7, and October 10, L909.
The ss-built drawings and easements of water, sanitary sewer
and storm sewer are being prepared. The bills of sale will
be prepared by the owners as boon as the drawings and ease-
ments are completed. We will furnish a cost (bill of halo)
of each of the systems.
The as-built drawings of power distribution and street lights,
you will have to Ket from Mr. Jerry itoman of Puget Power.
The, curb on Royal ❑ills dtive will be repaired, by the general
contractor.
The junction boxes will ,e made ,ccessable on all street
lights.
The "cut ouch" in sidewalks will be filled with gravel.
We take exception to the request to relocate the, light
standards. 'Chere liavc been several inspections by various
representatives from Renton City. The curbs were started on
April. 22, 1969. On May 2, 1969, Mr. Don Taylor inspected the
light standards and Mr. Larry Morrison was in:,trvcted to move
one pole. On July 25, 1909 the hide walks were started. We
have no record of any objection or directive to correct the
poles during this period (nearly 2 months) . The, work required
at this time would cost nearly 3 timrs :Is much as the tame
work at the time the work was in progress. We (lave been unable
401 H619I11VIf9J1 III SI. SIA1111. WA5NMION 91110 Al 4101
WCOOLAD0NALD
& ASSOCIAIIS, ARCNITCCTS
October 13, 1969
RE: Royal Hills Apartments
F.H.A. #127-55016
Page 2
to find anything in the code regulating the location of light
standards. Mr. Doug Turner and I checked light standards in
the area, also some in the downtown area of Renton. Some x"
were directly buck of curbs, others varied from 1'-6" to 3'
back of curb. Mr. Morgan of the city, checked the ,job on �.. ^
June 29, 1969, when the walks were started. There was no
directive at that time to correct pole locations-
We request acceptaner: of street and utilities, omitting the
light standards . ,.
Yours truly,
MC C00L - MC DONALD & ASSOCIATES
By: Leon J. Larsen
cc: Doug Turner - Sanwick Corporation
R. L Landau ..
LJL:nfs
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Cjfr Of PENTIN
IRECE1VV0,
+ACT 1 419TP:
ENGINEERING Ui f
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5. A Bill of Sale for the wewr awin insW latiun to the City of fcnton,
officially turning the water mains over to the City for maintenance.
If lurther Information Is required, please contvct this office. Thank you.
Very truly yc.irs,
RO.md Ronald L. 'llsen
water Engineer
i
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October 7, 1969 ; �
Mr. Leon Larsen "fir
Ntcool kDonsid 6 ,Usoci&tos l �
401 11�1ott Avenue :lest
Snattle, Washington 98119
1k: Water Mains in the Royal Hills Apartment Complex eu
Dear Mr. Larsen:
DNore final accept& of the water mains in the Royal Hills Apart-
ments can be made, several requirements will have to be met.
Mhan the original design plans were submitted by Doug Turner, of Horton,
Dennis b Associates, it was decided that the water mains would be turned over
w the City for maintenance and that each building would be metered individually
rather than using a master meter. It was also decided that a 16' assailant would
be granted the City of Renton for the water pains within the property which will
be maintained by the City. The location of the water main in this easement was
to be in the easement 5' from either side.
The rpuirements for acceptance will be as follows:
1. An as-built drawing indicating the mein locations and easenents.
2. An easement to the City of Renton for said water main installation.
J. A list of materials used indicating the nu^fiber of hydrant assemblies,
the number of valves and sizes used (excl-ldim,i hydrant stop valves),
sn6 the lengths of each size of water pipe used.
<. The cost of material and installation of the total water proJeet,
excluding the cost for the fire hydrant assemblies. The fire hydrant
assemblies cost to be supplied separately.
City of Renton, Utility Dept.
�/ PRES.URE TEST FORM
'dater Project // ",eJ 7
Name of Project _I9N,,L
Thi; test was taken by TJy4/< , on
At a pressure of ,411,;o PSI , for minutes.
The test "failed" on
"Passed" on i. a
s.
Consnents: wig : — '
City of Renton, Utility Dept.
PRESSURE TEST roRM
it- are �
'dater Project ~04 G I;�CC .; /
Name of Project . s ` "' r�'t <� ' //✓
This test was taken by / -774(�/Zlelz,' on //— l-F- Ol5k
At a pressure of ,`� PSI , for /-5 *1nutes.
The test "Failed" on
"Passed" s/� on
Comments: r>` '__y_ /, µ7-�;4- v i
city of Renton, Utility Dept.
PURITY TEST FORM
ueter Project N
Name of Project
.r on fri
This test w:.s taken by
Oatt of Reply
"Failed" on
^Passed
on 1
convents: �_
• aar i _t. �• ere• —. _ __. . ..
L AL
At
THIS DRAWNG HAZ BEEN REDUCED
APPROXIMATELY HALF S'ZE, DO NOT SCALE.
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Date June 78, 1974
Ted Bennett
F ,
FROM: Richard Houghton iRA.
r
SUBJRC'T: Check fra Sun-Mark Inc., Street Restoration,
Royal Hills Drive
tlease deposit the enclosed check from Sun-Mark
Inc. in the amount of $600.00 into the follow
ing accounts, if possible: ,.
Street Fund $300.00
Utility Fund 300.00
$600.00
This is for utreet restoration and valve in-
stallation in Royal Hills Drive.
RCH:pnp
Enclosure
April 5, 1411
TO* Del Need, City Clerk
FROM: R. Lysmn Houk
SUBJECT: Quit-Ciatm Deed
Please record the attached Quit Clain peed from Royal N".11s, Inc.
dedicating the Royal Hills Access Road to the City of Renton. The
Developers loft a cash deposit with this office and the recording
fees should he taken from this cash deposit. You can prepare a bill-
An for the recording fee to Roysl Hills, Inc. and then w d that
1111ng to us.
RIH:Mj -
Attach.
Page 3.
The City u! Renton. by signature of the Public *r:i Ulrector, and tho Sendwick
Corporation, by signature of its representative, acknowledge and a,ree to the
various conditions hereby set forth this 22nd day of 'arch, 1973.
Public Works Director
fiate'r Vaneestir --���
The Sand wick Corporation
fq,nitali
/eqe 2.
A. Flesh and inspect the street drainage system
B. Sweep the street .+ all existing debris.
Z. Install a barrier at the easterly terminus of the Access Street
Right 0 Way to prevent vehicular use of the Cul-de-Sec.
D. Provide and Install speed limit signs and a street Dead-Cnd sign.
Royal Hiils, Incorporated egress is rrintain the following improvements, installed
m City right-of-day at no cost to the City of Menton:
A. The meandering asphalt walk and landscaping on the north -ide of the Royal
Hilis Access Road within the pre,lect.
A. The existing street illucninatlon system and appurtenances within the access
road right-of-w.,y.
Any repairs subsequently required for the above (Cans Hill ba the total respons14111ty
of fdyal Hills, Incorporated, or its successors.
The field review also noted a portinn of curb and gutter on the northerly margin of
:he access road which mist be replaced. The Sandwick Corporation will repair the
curb end glitter section at its sole cost within 60 days following zhe ,joint signature
of he Cit,r of Renton and a representative of the Sandwick Corporation.
A +•ral inoperable cars were noted parked within the access read. The Sandwick
Co►*orstlon will expedite the rwmoval of these cars isnediately, in the future, with
the City'% acceptance of the street, thi City regulations noverning this problem will
apply.
Rocks from an existing rlckery on the access road -ill be replaced to their �.rglnal
location.
The Sandrick Corporatior. has further agreed to post a Performance Bond in the aoxmt
of f60C to guarantee payment to the City of the various item noted above.
Upon acceptance of these conditions by A representative of the ;anCxick Corporation,
whose signature appears "low, and final approval of the vsrlous documents and deeds
,p rev lously noted.,
This office will notify the City Police Department, Fire D44 twit, and other affected
departments. that Ohs access road is mows public right-of-way, subject to the It--- and
regulations gevarning said right-of-way. This will be accomplished not later then
March 24, 197a.
Harch 22. 1973
The Sandmick Corporation
Srite 1200 Denny Building
2200 - 6th Avenue
Seattle, NA 9C121
Attention: Mr. Peter Vanreesoc.
Re: Poyal Hilis Apartment Project
Gentlemen:
Mr. Yi,nGeason, cf your staff, and representatives of the City of Pantos Pubiie
Works Department have reviewed those matters stilt outstanding or, this p"Jeet.
Several document; previously requested hAve now been delivered it. 1,.4% office
and are hereby a•tnovledged as follows:
1 - Reproducible sepia utility composite drawing of "bnsite" City of
Renton util4ties.
1 - Reproducible sepia drawing of utility corridor casements.
1 - Set of reproducible "As-Built" drawings of access road street plans.
i - Utility easement. executed by Royal hills, Inc. to the City of Renton.
1 - 2111 of Sala for the water, sanitary and storm system and access read
executed by Royal Hills, Inc.
1 - Gait Claim Deed for the access road, executed by Royal Hills, Inc.
We have also reviewed the easement recently signed by Mr. Sheffels, regarding the
future location of a SPA Tower, which is being transmitted to the BPA's office in
Portland, (Wagon.
Subject to a final review ty this office, the docvaants will be accepted by the
City of Renton and recorded. All recording fees will be billed to the Sandrick
Corporation.
Pursuant to our meeting of March 21, 1973, the city of Renton will perform the
following maintenance and installation activities, necessary to prepare the access
street and street drainage facilities for final acceptance by the City of Rwlton,
and bill the Sandwick Corporation for these activities:
r.y
1
BILL OF MATERIALS
W
WATER D1SM9UTION SYSTEM
ROYAL LULLS APARTMENT PRqjEGr
�antl� " "�•SFze �'�eeci�Tct ,a T__ _
12 5¢" M.V.O. Hydrant (M))
1907' 6" C. 1. Pipe
213' B" C. 1. Pipe
3543' 12" C. I. Pipe
3 12" 90' Rend (MI x MI)
2 6" 90' Bend (M) x MI)
6 12" 45' Rend (M) x MI)
>; 6" 4.5° Bcnd (MI x MI) ,
1 6" 45' Bend (111, x Flj
6 12" 22;Igend (M) x MI)
2 R" 22"Bend (MI x MI)
6 6" 22¢Bend (M) x MI)
2 12" 114•Bend (M) x MI)
4 12" x 6" 'Fee (MI X FL)
2 12" x 6" Tee (MI x MI)
3 12" x 12" Tee (MI x MI)
6 6" x 6" Tee (M) x MI)
3 6" x 6" Tee (MI x FL)
1 8" x 6" Tee (M) x M))
1 12" x 8" 'Tee (M) x M))
1 12' Plug (M))
1 6" PI_lS (MI)
1 12" Plug (MI)
1 12" x 6" Red. (PE x PH)
1 3" x 6" Red. (MI x PE LES)
1 12" x 6" Rcd. (PE x PE)
20 Moter Box
7 C. 1. Valve Chamber
7 12" Gate Valve (.4) x MI)
6 6" Gxte Valve (.rL x MI)
1 6" Gate Valve (MI x FL)
13 b" Gate Valve(MI x MI)
(
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Ngr�v1'rll�N� 1So �
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FILED for Record it Repuest 0'
-'..' 77!1, r. w 1 11r ( ,.i1, ,
XLN 1 ON, 1V,%bll.
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Point 15A to Point 17: 8 feet on each aid(, of thte described
line.
Point 17 to Point 17A; 6 feet on each side of the described
line.
Point 17A to Point 18; 6 .`:eet on the .southwesterly side and
29 feet on the northeasterly side of the described line.
Point 18 to Point 19: 9 feet cn the southerly side of the
described line.
Note: Sidelines do not extend beyond the northerly boundary line.
A strip of land of varying width lying contiguous with and on
each side of the, followin7 described lire:
Beginning at the hereindescribed pe,int :6, thence North 9°35 '00"East
- 111.00 feet to a point hereinafter referred to as point 20; thence
North 80025'00" !^est 70.00 feet to a point hereinafter referred to
as point 21 and the terminus of said strip of land.
The width of said strip of land (measured at right angles to)
is as follows:
Point 16 to Point 20: 11 feet on each side of the described
line.
Point 20 to Point 21: 7.5 feet on each side of the described
line.
A strip of land, 15 feet wide lying 7.5 feet on each side of the
following described centerline:
Beginning at the hereindescribed point 9, said point being on a
curve from whence the renter bears North 25°50 '00" Fast 200 feet;
thence Eouth 25"50'00" west 27.00 feet: thence south 9°06 '00" !-lest
58.60 feet more or less to the northerly mar�ir of the Royal Hills
Access Road and the terminus of said strip of land.
A strip of land, 10 feet wide lying five feet on each side, of the
following described centerline:
Beginning at the hereindescribed point 18; thence South 80011 '00" Fast
along the nortlsurly boundary of the Royal Hills Apartment Site
48.00 feet to the True Point of Hcginning; thence North 15°00'00" rast
270.00 'feet_ more or less to the existing Renton-Metro sanitary sewer
Manhole 275 and `ie terminus of said strip of land.
A striti rf land, 10 feet wide lying five feet on each side of the
rollo.ring described centerline.
sea-inning at the hereirdescribed point 18; thence South 80°11 '00"Fast
Llong the northerly botndary of the Royal Hills Apartment site
J3.00 feet to the True Joint of Beginning; thence North J°00100" %lost
586 feet more or less to Manhole S-1; thence south 65'03'00" !lest
700 feet more or less to Manhole s-3; thence South 15034 '00" !"est
160 feet more or less to said northerly boundary of the Royal Hill's
Apartment Site and the terminus of said strip of land.
TOrrTPFR WITH a strip of land, 10 feet wide. lyinrt five feet on each
side of the storm sewer line as constructed, said lin. commoncina %t
Manhole S-1 and thence running in a northerly direction 400 feet
more or less to the lake. '
A strip of lane. of varying width tying cot, us .lieh .,nc; on
each side of t o followirn; described line:
Beginning at the heraindescribed point 41 thence South 80"08 '4;"East
97.69 fact to the Point of Curvature of a curve: to :ha [ix,ht of
radius 120 feet; thence southeasterly along :;aid curve G6.96 feat
to the ?oint, of Targencv; thence Fouth 4;,010132" *::at 0.51 fe.(et
to the Point of Curvature of a curve to t.*. right o: r.:<iias 80 feat;
thence southeasterly alorq raid curve 15.60 fret to a point herein-
..fter referred to as 'point 5; t.lxonce cons. n%ing so',;therl %x alora
said curve 66.77 feet to the Point ,f marnr.ncv; thence South
10049115" west 6.90 feet to the Point of Curvature of a curve to
the left of radius 80 feet; thence southeasterly along said curve
76.66 feet to the Point of. Tangency, said point rerci.naftcr ref.crrcd
to as point 6; thence South 45030145" Fast 30.96 fact to the Point
of Curvature of a curvy to the right of radius 60 feet; thence
southeasterly along said curve 51.96 feat a the Point of Tangency;
thence South 4902158" west 10.73 feet more or less to thn herein-
described point 7 and the terminus of the said strip of land.
The, width of said strip of land (measured at right angles or
radially to) is as .follows:
t
Point 4 to Point 5: 32 feet on the northerly side_ and 22 feet
on the southerly side of the described line.
Point 5 to Point 6 to Point 7: 22 feet on each side of the
described line.
A strip of land 24 feet wide lying 12 feet on each side of the
following described centerline:
Beginning at the herein described point 13, said point being on
a curve from whence the center bears North 70030'00" East 70 feet;
thence northerly along said curve 39.81 feet to the Point of
Tangency; thence North 13005'22" Fast 5.07 feet to the Point of
Curvatura of a curve to the rigl"L J.' rddiva 6u :(let; thence
northeasterly along said curve 44.87 feet to a point hereinafter
referred to as point 14; thence continuing easterly along said
curve 60.56 feet to the Point of Tanqency; thence South 66"13'50"F.acl
29.83 feet to the Point of Curvature of a curve to the left of
radius 400 feet; thence easterly along said curve 103.63 feet to
the Point of Tanqency; thence South 81"47'25" East 16.90 feet to
the Point of Curvature of a curve to the right of radius 62 feet;
thence easterly along said curve 69.61 feet to the Point of
Tangency; thence South 17"27'42" East 64.73 feet more or less
to the hereindescribed point 15 ano the terminus of said strip
of land.
A strip of land of varying width lying contiguous with and on
each side of ':he followings described line:
Beginning at .he hereindescribed point 157,; thence North 24925'09"West
8.Q0 feet; thence North 65033 '2R" East 94.00 feet to a point here-
inafter referred to as point 17; thence North 46"35 '28" '^est 142.00f,,•
to a point hereinafter referred to as point 17A; thonce cont'..nu:n-
North 46015128" west 322.13 foot more or less to a point on the north-
erly boundary of the Royal Bills Apartment Site, said point herein-
after referred to as point 18; thence alonq said northerly boundary
North 00011 '00" West 404.00 feet to a point hereinafter referred
to as point 19 and the terminus of said strip of land.
The width of said strip of land (measurcrl at right an.+les to)
is an follows:
"
Point 3 to Point "Al 17 feet, on each side ^f the described
line.
Point 3 to Point 10: 12 feet on each side of the deecril,nd
lino,
Point 19 to Point 9 to Point 81 12 fee; on the northerly side
and 27 feet on the south,•riy side of the dencrihrd lim:.
Point 8 to Point 7: 12 feet on each side of the dr:sc:ribed
line.
Point 7 to Point 12 to Point 11 : 19 feet on each side of
the describee line.
rMJ
AS
k�=
A strip of lan: o' varying width lying contiguous with and on
each side of the following described line: +
P,eginninq at the hereindescrihod point 12; thence North 81600'00"Fast
19.00 feet; thence North 38050'00" East 76.10 feet; thence
North 55'45'00" Fast 90.59 fegt; thenco North 70'30'00" Fast
12.00 feet. to r point on a curve from who tho center besrs
North 70'30'00" Fast 70 feet, said !.pint hereinafter rn`errrr '
to as point 13; thence southeasterly along said curve 11.33 iov-t
to the Point of Tangency; thence South 28646'24" Fast 80 . 14 feet
to the Point of Curvature of a curve to the ie'_t of radius 60 feet;
thence southeasterly along said curve 47 .81 feet to the Print of
Tangency; thence. South 74025130" East 104 .00 feet to a point
hereinafter referred to as point 16; thence continuing South
74025130" Fast 53.90 feet to the Point of Curvature of a 7urve
to the left of radius 52.40 feet; thence easterly along said curve
95.11 feet to the Point of Tangency; thence North 103C ' 35" West
39.65 feet to a point hereinafter referred r.o arc point 15; thence
South 7:056100" East 161.68 feet to the Point of Curvature of a
carve to the right of radius 40.4E .feet; thence soutneasterly alonr,
said curve 33.58 feet to the Point of Tangency; thence Sout::
24025'09" East 9.62 feet more or loss to e. point on the nort`,crly
margin o" the Access Road to the Royal Hills Apartment Site and
the terminus of the herein described strip of land, said point
hereinafter referred to as point 15A.
The width of the said strip of land (measured at right angles
or radially to) is as follows:
Point 12 to Point 13: 7.5 feet on each side of the described
lire.
Point 13 to Point 16 to Point 15: 11 feet on each side of the
described line.
Point 15 to Point 15A; 15 feet on each side of the described
line.
A strip of land of varying width lying contiguous with and on
each side of the tollowing described line;
Beginning at the hereindescribed point 3A; thence north 9'49'15"Fast
127.10 feet co a point hereinafter referred to an point 4 : thence
continuing .north 9049115" Fact 0.00 feet; thence north 37'05140"Fast
32.73 fee-.7 thence ttnrth 9049'15" Fast 45.00 foot more or less
to a n, i:.t on the northerly line of the Royal Hills Apartment Bite
boundary, said point hereina°ter referred to as point 4A.
The width of said strip of land (measured at ricj:.` angles to)
is as follows:
Point 3A to Point 4 to Point 4A; 15 feet on the westerly side and
12 feet on the easterly side of the described line.
T.rrAL O ":CRIPTTnN
A strip of land a- varying width lying contiguous with and on
each side of the following described line:
Com-encing at the most -orthnrly corner of Lot 12, Flock 6,
-° ffany rar), No. 2 as t .ordod in volunO 92 of Plats, 7MOe8
35-36 i.nclusi e, recor<ls of King County, Washington; thence
South 35°27' 18" . ast along the northerly line of said Plat
264.00 feet: thence *forth 54032122" Fast 65.61 feet to the
Point of Curvature of a curve to the ri,k:t of radius 140 feet;
thence rorthear:terly alone paid curve '1.37 feet to the ':'rue
Point of. Aeginning of said line, said point being on the
northerly ^arq`n of. the Rcys! hills Ac^:css Road and h.m:-i;u:ftzr
referred to as point 1; thence continuing northeasterly ,ilonn
�- said curve 95.35 Beet to the Point of ^tngency, said point
hereinafter referred to An point 1A; thence South 85028 '05" Fast
37.71 feet to a point hereinafter referred to is point 2; thence
continuing South 85028'05" Fast 5.00 feet to the Point of Curvn-
ture of a curve to the right of radius 30 +cat; thence sol:thorly
-7 along snid curve 52.40 feet to the Point or Tangency; thence F.outh
14.36'56" hest 32.07 feet to the Pr-tnt of Curvature of a curve
to the left of radius 70 feet, said point hereinafter referred to
An point 3; thence southeasterly alone said curve 115.8d fact
to the Point of Tangency; thence !'nuth 80011145" Fart 85.00 lent
to the Point of Curvature of : curve to the left of r .di"R 120 feet;
thence northeasterly alone s.._d curve 18.39 foot to the Point of
Tangency; thence rlorr_� 4102b'23" Fast 66 .91 feet to a point
hereinafter referred to as point 3A; thence South 9049115" �4est
13.00 feet; thence South 7010'05" Bast 80.91 feet to the Point
of Curvature of a curve to the left of radius 80 fret, said
point hereinafter referred to as point 10: thence southeasterly
along said curve 76.42 feet to the Point of Tangenev; thence
South 61054 '05" Fast 31.85 feet to tr,e Point of Curvature of
a curve to the left of radius 200 feet; thence southeasterly
along s4id carW 7.51 feet Lc' poina hereinafter referrc' to as
point 9; thence continuing southeartnrty along said curve
F,2.82 _feet to the Point of Tangency; thence Fouth 82°09'55" Fast
19.75 feet to the Point. of Curvature of a curve to the left of
radius 80 feet; thence easterly aloe, said curve 6.40 .feet to
a point hereinafter referred to as noint 9; thence continuing
northeasterly along said curve 54.76 feet to the Point of
�Tanaency;
thence 'forth 51°10'05 lust 31.49 feet to a point herei.na .tor
referred to as point 7; thence South 38*49'40" East 76.23 feet-
to the Point. of Curvature of a curve to the right of radius 70 .feet;
thence southeasterly alone said curve 36.44 feet to a point herein-
after refnrted to as point 12; thence continuina southerly along
said curve 19.56 Pent to the Point of -angencv; thence South
7915'11" hest 36.81 feet more or less to the northerly margin of
the Access Road tc the Royal Hi.11a l,partment_ Site And the terminus
o! the herein described strip of land, said point hereinafter
referred to as point 11.
The width of the said strip of land (measured at right anal" or
radially to) is as follows.
Point 1 ' o Point IA: 25 feet northwesterly of and 12 feet rout'-nasterly
of the described line.
Point IA to Point 2: 17 feet northerly of and 12 foot southerly of the
described line. °
Point 2 to Point 3: 17 feet northerly and easterly of the descri. d
line; 13 feet southwesterly of a direct line connecting Points 2
and 3; TMETHER WITH the area rertaininq between the described line
a ,d a direct line between points 2 and 3.
y
a
STATE OF_ I{uahl_nyLon I
_ cnonty of—_Y IJLi r�
On this----J t-L-h--d*Y A. D. 19.11. before me, the under
signed, a Notary Public in and for the%arks oi— Vaahingtnn, duly commi i ioned
and sworn pen..nally appeared. V. Rnbet•�Lgc__._._._...__.._�___,_and-._-Lj1Pdek...Le-.lL+ Kh,Il_._ .
J to me known to be the -------------.—_.President and _-.___......9ocretnY, respectively.of
-r —
1� the corporation that executed the foregoing instrument, and aeknnwl.d¢e<I 1M said im;rument to 6a the lice and voluo
tary act and deed of said corporation, for the user and purposes therein mentioned, and on oath slated that. .. he
authorised to execute the said instrument and that the seal affixed is the corporate oal of said
corporation. e( ,
WITNEM my hand and official seal hereto affixed the day and year in this certificate abnet GraMean.
--N,dsry f UM., In snd tnr ilia Sure o11
(Asknmaladamsnr Ly (......... Pions National Titis Inwrame Comyanv. Form L I"
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ROYAI, '.I.S WATER LINE EASI•:htl;M 'cunt)
'IDGE'I'llliR WITH a 15 foot casemum for water nutfn ;turlxtscs, 7. S fact i,n Lail.
side of the following; described centerline.
Beginning at the ficrellib fere described point "Il '; thence North 57`55'ou ' 1;ast
4
32 feet more or r'•"s; thence South 78'25'00" East U, feet more o, less; thence )
F.
9 t
South 66 1T50" East 30 feet more or less to the point of curvature of a curvy: to
the left of radius 392 feet, thence southeasterly along said curve au arc length of <..
197 feet uiur,- -as to .he point of tangency; t1woCe South 81"47'25" East a
17 feet more or Icss; thence South 60"50'00' East 57 iect more or less: thence
.South 1.7''27*42" i'ast 83 feet rrlore or less to herefnbefore described point 'T' i
g
and the end point of this desc, ptfon. �^
wr
rhe abuvc easement descriptions are based upon the As-Built location of said %
utilities as located and provu.lcd by Gall-Landau. The casement descriptions
a re meant to cover that property actually occupied by the utilities. r'
Referral to the As-Built drawings ,dated October 17, 1969, as revised by j
G. 'I-Landau for actual lo. .tion of said utilities is hereby recommended.
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1 -00 ` /,' f iirr- uly7 4 h5 Lnyt 5/C� YJ
i^-�i�i� e%s�-�iGrc/ c-F ofc'r/ride %lrC/arc /�lJifli 9"G"f'3&'•
�L13"/� /f �C'Ct /1XJ/C O/ /G'SS' 7U //1C /il/C�".�+^s"//✓/L
' f9iG O7� 37/a dCc�-s:.a icrCX/
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MYA!. II11j.SVVi\'1.1:1( 1•INIi E'ASEMEN•1' t. .M) 3
TOM: !'I II;R WI.1•II a 15 foot ca ,cn IL: t for water line purposes. 7. 5 feet on cacti
i
side Gl tit, lollowing described ccut_cline. I
i
1+,.•giunutg at the bereinl--fore described paint "A"; thence North 9'44'15'f!ar.t
107 fact more or less; thence `xrurh 80'08'45" Bast 80 feet rtiore or less to the
print of curvature of a CLIiVe to the 1-ight of Ittdius 140 feet; thence southeasterly
alurrg said curve an a rc length of 77 feet mo-e or less to the Imint of tangency;
thence 95urh 48'10'32" Bast 12 feet morn or less to a point on a curve to the right
of radius 14o feet the center of which bears South 64'49 '1 5" West'; thence
southerly clung said curve an are length of 79 feet more or in.ss to the point of
tangency: thence South 3"29'15" West 47 feet nxrre or less: thence South 49"30'45"
Last 10 feet more or less; to hcrem4)efore described point••D"and the end point
of this dc.;c:iption.
I
'IOG1:-1':IGR Wrl I a 1.5 foot casement for water Bite purlxrscs, 7.5 feet on each
side of the followni; described certtcrliac.
flegirning fit the hereinbefore de:<cribed point '•li:'; thence South 9'49'00" West
w�
loo feet inure or less to Cite end point of th+.; description.
TOGI.HIt"R WI-1II a 15 foot caacrtcnt 101' Water iMe puIproscs, 7.5 feet on :ach 4
side of the fo11O%Ying described ccntet into. 1
lieginnitig fit the hcrciabefore described point"C"; tl:vocu South 38"49 '40" Last
111 feet more or less; thence Soutlt 1 15'I1" West 73 fet ' mote or less to the
end pointof this desctipxion.
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ROYAL.HIJ ,5 WA'1'LIl I.INIi I,ASLM1.iN;l' Ianrtl -2
left of radius 192 feet: thence sott0wasterly along said curve an arc, I,•nrr,th Of 69
feet mun- u•- less to the point of tar>};e.ncy: thence kmCh 8;'09 r5 I::u,t 5'; Ice[
note or Icys; thence North 74"45'05 host 22 feet more or Tess; thence North
St`10'0.5'• East 42 feet more or less to a point hereafter refi., red to as, lxunt
r
"C";thenc, continuing North .5110'05- Last 5 feet snore or less; them N rrtir
"20'W" Nest 37 feet more or less, thence North 45"30'45" West 83 feet more
or less to a point hereafter referred to as point "I)•' ; thence: South 80"11,00"
F` st 175 fcot more or less; thence North 9'49'00" Last 81 feet more or Tess,
thence I<outh 8011'OU' Last 105 feat more or less: thence South 31"26'00"
Last 30 feet more or less wa point hereafter referred to as point "L'' ; thence
South 57'55'00" West 20 feet metro or less: thence South 3" '10'00" West rg:
21 feet more or less to n point on a curve to the left of radius 140 feet the (:enter
of which bears South 81`00'00" Last"; thence soUtheasterly along said curve an
arc length of 93 feet more or less to the point of tangency; thence South 28"46'24"
Last 31 feet more or less to the I)Oint of curvature of a curve to tale left of radius
140 feet; thence southeasterly aloaj, ;:aid curve and are icngth of 107 feet more or
less to the point of tangency: thence Swth 74"25'30" Fast i 15 feet more or
less to tine p orlt (if curw& re of a curve to th" left of radius 140 feet; th
easterly along said curve .if, arc length of 28 feet norc or less to a point on said
curve from whence the center bears North AIWTO" last; thence North 69 "35'00'
;t 47 feet more nr less: thence North 24'10'00" L';tsr 66 feet morn, or less:
thence North 17 '27'42' West 28 feet more or less to a point hereafter referred to
as point "B"; thence South 71'56'OO' Last 158 feet more or less; thence South
47'26'00" Last 39 feet more or less; thence South 24`25'09" Last 20 feet more
or less :o the end point of this description.
I(OYAI. IIII .I ,S WA'I'IiR LINE EASLNIHNI
1
A coormuo s still ,C Iand for water line I>t rposc:; across that property described
as the Rn,:,If llills Apartment site. .`iaid strip being 15 feet in width, 7. 5 feet on
ever side of the fo.luwing centerline.
Cutr,. .cnch.g at th'. most northwesterly corner of the [loyal !Hills Apartment site;
thence 'irwth 80'11'00" Last along the northerly line thereof 49.71 feet to its
h,..:rsectiun with the centerline of the onsite access road, said intcre:cction being
on a cu rat; to the right o' radius 286. 88 feet, the: center of which bear titruth "# '
53 '55'15" West thence southerly along said curve an arc length of 3, 10 feet �`✓
to the pohu of tangency; thence South 35' 27'd8" La a along the centerline of
said access road 228.21 feet to the centerline intersection of the hue for "A"
Road; thence North 54"32'22" East along the centerline of ,aid "A"Road 18
feet more or Iess; thence North 35 27'38" West 8 feet pure of- less to the
Cnu t of Ilel,inning of the herein de:;cribed centerline; thence North 54032'22"
I'
Last 16 feet more or less to the Ix>m[ of curviturc of a curve to the right of radius I
I
148 feet; thence northeasterly along; scud curve an arc length of it, [bet more or
to the Iviot of tangency; ti.Ince :[truth 85'28'05" East 53 feet more or
less: hence South 36"23'(10" Last 45 fc,,% more ur less; chance South 14' 36,56"
West 68 fecr more or less; thenc. uth 32'49'00" East 57 feet more or less;
thence South 80"11'45" East l28 tk,,ct more or less; thence North 81 "28'23"
Ga>t 97 feet more or less to a point hereafter referred to as point "A"' thence ff
South Q '49' 13 West 24 feet more or less; tl ice `xruth 7"10'05 ' Last 87 feet !E
more or less; thence South 29"05'0.5" East 27 feet nror� or less; thence South Ii
39)" 35'0i" East 25 feet more or ;css; thence South 61'54'05" Last 35 feet more
or Iess to a point hereafter refer•rcd to as point "U"; thence continuing South
61 '54'05" litst 5 feet more or less to the point of curvat urc of a curve to the
NTAT6 Or W ASIUNOTCNi,
"'-CDUAL ACXNOWUAX3Mk_M
t• "'-' "`� +�'c-jrL"+�..a+ '.Notary t ub!le In and for the®fete of WUhmsWo.ruW.i,.,
_.. ... . _do hercbY ceratY that oa tbN_.....
day ef_ ._ .,T,i�tlu.A3:Y' ________ pera"IY WVasred before ms_..K.,A,_-': o1`. icl:
1'rexl�l et,Y , vnt Hi.LJ e,1r.c.
to me luJo%m to be the trdtvWual__-__._deecrtbed to arb wl:o ezeeuOA the wltldn toatrument sed ac'r.:,url:d;tr,4 that
Ln____ h1gued aad scaled the same as-------- _.__free and voluntary art and deed for tho tiers and
G'=P,mea lwrr -.catloned.
VEN UN4)Eg UY HAND AND GMCIAL BEAL this-----_------ ---_-__6_F: ....... ---.------.day of
K4 -------- -- -------19-90
Notary YubLic 1n and for the Btsts of Washluetou,residing at.___. .____..O�_'___ ��____.,____In saht CnuntY. .,
rA w
Lu
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MW a valuable consideration,receipt of which is heleby acknowledged, the Grantor_ _._.____.
RoyailJil,1_. LI'ttc_,_--'-'--
A
-------------------------------------
tr . ;v grant ^ .--_and convey-_"___to the Grantee the C i ty of Renton _
thci-:. _ sucec&ors and t 'signs, the right, privilege and authority to eonst rust, improve, repair and
Maintarn _*ruiit r;y, netherxi_ntor.w sewers and water moinm
--'----... .
across:, ,,ver and upon the following bind, locatedCouna, Gtate of
ashtr.gton, to-wit. as �lir,wt �.a attached descriptions
The Grantor_.__ shall make no use of the tarot occupied by said_5?t#_Zit t+
exeept4tx rnpvi_r+tcSi nn--- l--- ----- :
$a ali
--------
------------------- --
In -
exercising the rights hercln granted, the Grantee..._ itsie_successors and assigns, may
Y pass; ,
and repass over said......utiJ!_LiS—casonirznt e_
may cut and remove brush,trees and other obstructions which in the opinion of the Grantee____in- ,
r .
terferr with_olt.:rix.tion..w_ aa.iul.auntlss+...ot. anid toil ties
The covenants herein cohtalmd shall run with the land and are hinc.tn,^ t,pwi all �ubscqucnt i
owners thereof.
l
Mite ventcr irate of taid-_____.. __t�ha?;�r-Im,dlic}-with,-xrd�tot
more-than-. _-..__-_--..--..._.__toebdutalH;-o:rdther-siQrirom,'a-prinrtpaicmlter line-4cros9"=d
f
In Witness rVlltret,f,The :aid Gianwr ..._ ha$_- executed this il45trument thn....s'�
day of 76,
.at#'�` �11Ai 3riit Y.ryw�,wM,.}'pt try avwx,, au• ♦ur.n�x u•.+xf tVIYFi,aural .Ix4 Ye.�L h" ..,.sr"'^'el(
�y,.�t/IM YWi N.,Sr41L{ffl�nrnti Iww ie�+'ee 4W t N M '�♦
j
K Nyrfin»/ a7Y+f ✓v�d•e t<
6'r•va rc/ Lwyrrl O•C I b" U�wt .,
Zr� 9 - 7a/ 9 ut
A/aad �gdnom�r � �vi•bbnyrrv+++sr
,y Ste. >�
aJ
ho
h..`1:a:H• nenxe
F. O+t/y Nr/ram t•�r..s /�n/K
'e_`7/ip�prwrr/os
.t!• /rI47i /1a..+" I majr✓ ?
O .1/Kd ,ems bvi// '�/b /fcrciFe-.> .fb/ Ere-�.a�E-rb.f�
6S Scar
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�' � lti�// "" �o�irc�fi o91 � .s/rc1 /o` 9 isio/ ic-r-eriucd -
E!/3!'gl�NO Exaenz+�/
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10. The required "PRESSURE TEST" has been taken by
At a pressure of PSI , for ! minutes, on
The test: Failed Passed Comments
it . The requ; red "PURITY TEST" has been taKcn by --
On
Date of Reply Failed
Passed __Comments
12. I; there an Easement required7 yC✓S If so, give dates for:
Preliminary
Submitted Recorded
And Recorded Humber
`Z )-7�_LF of yJ �� Watermain
i3, This Project included --_--iSy'
110 7
�, ply _Gate Valves
And _ — IL_ Gate Valves
and Gate Valves,
Gate Valves
And all miscellaneous accessories for a total value of $
SizeIt Make P type ML)O Fire Hydrants for a
AISC,total value of
14. The transfer or "Bill of Sale" is Preliminary
Submitted _ _ .1ecorded ;13Form.The recorded number _T—.
15. This project information was sent to the U•ility Dept. for recording on
19-�
and taken into "plant" on
16. What drawings does the Water Shop have on File.
Preliminary
As-Buiit
r
A,.
Form Completed on d." 6�191�'
City of Renton
Utiiity Department Project Form
I , Water Project # 2.5-1 _Date Project No. given ! }
^ t "
2. Project Description and location ROYAL NILLS A40AAT.WmIr CiivPaEY
a
3. Developer's Name ! '� (If City check )
Address
Phone #
Engineer's Name POILTow OFMN6 ♦ As:ot4Nre S (If City check )
c Address Cu132i r'IAYNAAl.) S. Diu *uRxc e.
J SFATTII-. , .JPLN Phone ,f 1207' 54S40
U Contractor's Name uti1 C FRusT CoN-,aA«on. (If City check )
J
J
0 Address $UOS
KF"rT wA., Phone N VL2 - 5Sa4
4, Is there an ACTIVE Late-Comers Agreement in the project areal NO
If so, give File Name
Recording Dace And Number
5. The Utility Department Work Order Numbers on this project are as follows:
What plans have been submitted? Preliminary ✓ As-Built
7 Has an Estimate been Prepared for Project Ny If so, give Date Prepared
And Total Amount of Estimate __
8. Is there to be a Late-Comers Agreement on this project N O _ If so, give
dates for; Preliminary _ Submitted Recorded
and Recorded Number
9. Date of "Start of Construction" Auo 1566 Date of "ComplEtlan" Dcu r4b6
l
4CTACN AND RCTAIN lN1a STAT[M[M
1MVOI(.'( +•�•� -'-�` -vim _ Im^®f A�A. <NtcN �f�n I.rpNT 01 I1(Yf pKn�fAO pL=
'o'
AroyMr o�Du Irci nn
-- MICYLAM AM yNT AWVMT
6-25-74 Replaces Ck. # 7507 dated 3-21-73 fo
restoration, valve instal Lotion ate. street
as a request for city to accept
Royal Hill& Drive
600.0o
wva
CITY OF RENTON
. .AANCE DEPARTMENT v No. c938
RENTON, WASHINC-ON 9 55 �,+ -- ', "'may r y 19 l�
RECEIVED, OF
)� A61 O DOLLARS
FOR
TOTAL L. a
GWEN E . MARSHALL
FINANCF DIRECTOR
F
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BY / 11�i
�T�
G
_ sun-mark management services, inc_.
10655 N.E.Fount-Sim.Si07-SWWw ,Wrnirpim 980a1-12061 4EI-M2
.t,u1e. _' 1914
Mr. Ron Olson
Utility Engineering 0cpartment
City Municipal Building
200 Mill Avenue South
Renton, Washington 98155
Dear Mr'. Olsen:
Enclosed please find Check No. 784 made out in
favor of the Renton City Treasurer. This check re-
places Check No. 7,07 dated March 21 , 1973, and is
for street restoration, valve installation, etc.
Please return the check you currently have which
is No. 7507 to: Ron Tierney, The Sanwick Corporation,
2200 6th Avenue:, Seattle, Washington, 98121.
Sincerely yours,
Kihard L. Ro es, Consultant
S n-Mark Management Service- , Inc.
RLR: kt
cc: J . Dale
En::losure
JUN 26 19YI J
OUSLIr. WORKS DEPT
CITy OF RFNTON
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5. A Bill of Sale for the water main installation to the City of Renton,
officially turning the water mains over to the City for maintenance.
If further infnruation 1s required, please contact th4° office. Thank you.
Very truly yours.
p O:mj Ronald L. 'Jisen
Water Engineer
Lctpb.rr 7. 1?p7
Mr. Leon larsan
M[Cool , McDonald & 4soeiates
401 Elliott Avenue Jest
Seattle, Washington 98119
Re: Water Mains in the Royal Hills Apartment Complex
Deer Mr. Larsen:
Before final accepts of the water pains in the Royal Hills Apart-
ments can be mad!, several requirements will have to be :rot.
When the o^iginal design plans were submitted by Doug Turner, of Horton,
Dennis A Associates, it was decided that the water mains would be turned over
to the City for maintenance and tnat each building would be metered individually
rather then using a master meter. It was also decided that a 15' easement would
be granted the City of Renton for the water mains within the property which will
be maintained by the City. The location of the water main in this easement was
to be is the Basemen' 5' from either side.
The reauiremenvs for acceptance will be as follows:
1. An as-built drawing indicating the main locations and easements.
2. An easenen. to the City of Renton for said water main installation.
3. A list of materials useJ indicating the number of hydrant assemblies,
the number of valves and sizes used (exclu ng hydrant step valves),
and the Ica,,) hs of each size of water ripe used.
4. The cost of material and Installation of the total water protect,
excluding the cost for the fire hydrant assemblies. The fire hydrant
a:se+nblies cost to be supplied separately.
b
a
consist of Type B material. Bedding shall be placed in two operations:
first, 3 inches shall be placed in the bottom of the trench, and second,
after the pipe has been laid, additional bedding material shall be placed
UP to the spr ingl me of the pipe.
4. Inatlgl Backfill. After the pipe has been properly laid and
Inspected, Ty`pc_C a6 cRM shall be placed around the pipe to a depth cf
12 inches over the pipe. The material shall be carried up evenly on both
aides of the pipe simultaneously in horizontal layers not exceeding 6
Inches un loose depth and compacted as specified for Class II subsequent
trench backfill unless otherwise shown. No further bac:filling will be
permitted until the initial backfill has been approved by the Engineer. ` ;` `_v
r y
S. Subsequent Backfill. Backfill shall not be deposited in the
trench in any inaivier wFi c1Ti w71 damage or disturb the pipe or the initial
backfill. Above the level of initial backfill, the trench shall lie filled
with material placed as indicated in accordance with one of the following
classifications.
(a). Class 1. Material for Class I backfill shall he Type C. M *
Compaction may_&obtained by tamping, rolling or other methods to a Alt
dry density equal to 90 percent of the. "Modified' A.A.S.N.O. method }
of compaction (A.A.S.H.U. Designation 1'- 180).
When tamping, rolling, or other methods are used for compaction,
the backfill material shall be placed in layers not exceeding 12 inches ,
in loose depth, each layer being compacted before succeeding layers re
placed '
Unless otherwise indicated, Class I backfill will br used in paved
areas, street and roauway shoulders, driveways, and other areas subject
to ve:,cular traffic.
(b). Class li. Material for Class If backfill shall be Type C.
The backfill material afiall ue placed in horizontal layers not exceeding 8
inches in loose depth and compacted by power-operated tampers, rollers,
vibratory equipment, or other tncaus to a dry density equal to 95 percent {-
of the A.A.5.11.O. T-180, maximum dry density. Each layer shall be
compacted to the specified density prior to placing subsequent layers.
The thickness of the loose Layer may be increased when density tests
performed by the Engineer show that the spc,;ified density can be obtained.
Class 11 backfill will Le used only where shown on the drawings.
(c). Class Ill. Material for Class Ill backfill shall be Type D.
Class Ill backfill 9ha-ILF compacted to the extent that subsequent set.le-
ment is not objectionable in the opinion of the Engineer. Cvn•nactiun nisy
ba obtained by tamping, rolling or otherwise Method of compaction
shall conform to the requirements of Class I backfill.
178- 7
otherwise specified or indicated, the Contractor may use aqy method of J
excavation which will not damage or endanger adjacent i¢ructures or 1
property or disrurb the natural Sods at or hehw the bottom of the excavation.
Pavement which is to be removed shall be cut with a jackhammer
or other approved means. All cuts shall be made either parallel or
perpendicular to the centerline of the street. Under no condition Mail
pavement be cut with a trenching machine, power shovel or backhoe.
Where, in the opinion of the Engineer, the undisturbed condition of
the natural soils below the excavation grades indicated or spec if led is
Inadequate for the support of the planned pipeline or sewer, the Engineer
shall direct the Contractor to over-excavate to adequate supporting soils
and refill the excavated space with 'Type A material.
Should the excavation be carried below the lines and grades indicated
on the drawings because of the Contractor's operations, the Gontractor
shall refill such excavated space to the proper elevation as directed at
the Contractor's expense. Should the natural or fill foundation soils be
disturbed or ivosened oecause of the Contractor's operations, they shall ''
be recompacted ur removed and the space refilled as directed at the
Contractor's expense. �•,
Unless otherwise shown, trenches shall be exca�ated to such r
depth as to a'low 3 moots below the bell or flange of the pipe.
Except as permitted by the Engineer, the trench at the end of the
da, shall not be excavated to final grade more than one pipe length in
a vance of pipe laying, nor left unbackfilled to the top of the Initial
backfill for more than two pipe lengths after the pipe has been laid. For
each complete pipe laying operation, the maximum distance from completed
subsequent backf III to the most advance point of excavation shall not be
greater than 3UU feet unless otherwise shown. s
2. "french Width. The maximum allowable width of trench,
measured IT inches e&ive the top of pipe shall be as shown. Such maxi-
mum width shall be inclue.re of all sheeting, lagging and bracing.
The trench width at the original ground level shall not exceed
4 feet.
Where m nholes occur, the maximum trench width shall be Increased
to provide a 2 foot clear distance around the ,jutaide of the maahule.
3. Beddin-g. Except for ptle-supported sections, all pipe shall
have bedding material from a minimum of 3 inches below the barrel of
the pipe to the apringline. Unless otherwise Indicated, bedding shall
1 i11-h
Y
shall take whatever precautions are necessary to maintain the undisturbed
state of the natural soils at and below .e bottom of the excavation. Ground
shall not be dug by machinery nearer than 3 inches from any fin'—hed
subgrade without the written acceptance of :he Engineer. The last 3
inches shall be re!:)oved without disturbing the subgrade.
Where, In the opinion of the Engineer, the undisturbed condition
of the natural solla below the excavation grades indicated or specified p
is inadequate for the support of the planned structure, the Engineer shall +
direct the Contractor to overexcavate to adequate supporting soils and
refill the excavated apace with Type A material.
Should the excavation be carried below the lines and grades Indicated
on the drawings because of the Contractor's operations, the Contractor
shall refill such excavated space to the proper elevation with acceptable
material at the Contractor's expense. Should the natural foundation soils
be disturbed or loosened becauae of .te Contractor's operations, they
shall be recompacted or removed and the space refilled , directed at
the Contractors expense.
Excavation shall extend a sufficient distance from walls and footings y
to allow for placing and removal of forma, Installation of services, and
for inspection, except where concrete is authorized to be deposited
directly against excavated surfaces.
Where pipelines and sewers enter a structure, the requirements
for trench excava:lon shall be complied with up to the excavation line of
the structure unless specified and directed otherwise.
2. Backfilluig. Pher completion of foundation footings and walls,
anG of other consrruction below tie elevation of the final grade, and prior
to backfilling all forms shall be moved and the excavation shall be cleaned
of all debris. No backfiiling sh a done until the construction work to
be covered by backfill has been u,.pected and approved by the Engineer.
Unless otherwise shown, material for backflll,ng shall be Type C. The
backfill shall be compacted as specified for Class 1 subsequent trench
backfill.
Backfiil around pipelines and sewers within the excavation litre of
any structure shall be the ear, - as that specdled for .such pipelines or
sewers.
c. Excavation and Backfill for Pipelines and Sewers.
1. Excavation. Unless otherwise indicated, excavation for
pipelines a sewers shall be open cnt. Trenching machines may be used
except where their use will result in damage to existing facilities. Unless
17B-S
The design, planning, Installation and remOVal of all lagging, sheeting,
shoring, sheet piling, and bracing shall be accomplished in such a manner
as to maintain the regotred trench or excavated section and to maintain the
undisturbed state of the soils at and below the bottom of the excavation.
The use of horizontal strutting below the barrel of pipe or the use
of the pipe as support for trench bracing w13 not be i>ermltted. The use
of a traveling shield shall require the prior written acceptance of the
Engincei
Sheet piling and timbers in trench excavations shall be withdrawn
in a manner so an to pr vent subsequent settlement of the pipe or additional
backfiU loadings which might overload the pipe. Where indicated, trench
sheeting shall be left in place.
a
Whcr the construction sequence of structures requires the transfer
of bracing to the completed portions of any Stritolurv, the Contractor i
shall secure written acceptance of the Engineer I:r,or to the installation
of such bracing.
The rules of the DIvIA1on of Safety of the State Department of Labor
and industries with respect to excavation and construction shall at all
times be strictly observed.
4. 119pe ('ills. No fills shall be. dressed to a final slope steeper
than 2:1 unless spccitically indicated by the Engineer. All fills placed
at a slope steeper than 3:1 shall be compacted to 92 percent of the maximum.
This criterion will also apply to fills placed on natural slopes with an
Inclination greater than 3:1.
5. Yard Area Fills. No particular specification Is made for fills
placed In arcee csigtiated as "yard areas" wh ich are outside those designated
fot construction, except as such fills occur on slopes as provide,! fur
elaewhere herein. Yard areas shall receive moderate compaction with
normal earth moving equipment and shall at all times be maintained such
Oat it will support such equipment.
6. Inspection. An lnspectur will be available on an Intermitcant
basis and wTl suBmit a report upon a•.•ipleticm of each vieti to the site
with a copy to the Contractor or his representative. Such reports will
constitute final acceptance or rejection of fills placed as noted herein.
b. Excavation and Backfiil for Structures
1. Excavation. Unless othcr we specified, any mcttuid of
excavation wittliln the work limttb shown may be employed which, In the
cwiniOn of the Contractor, is considered best. At those locations where
excavation extends below the static ground water level, the Contractor
171i-4
f. Cruelwd Pock. Crushed ruck shall c waist of two classifications:
li inch and 3/4 Inch tuutua, at accotdauv with Section 24, Standard
Specifications of the State of vyaahuhgivu Deparuueut of llighwsya.
176.04 CONsrRUCTION
a. Gawal R lrsms"
r
1. Control of Water. The Comr. ur shall furnish, install and
operate all necessary ,macTnln..ry, appliances and equipment to keep excavations
free from wales during construction, and shall dewater and dispuse of
the water so as hvvt to cause injury to public or private property, or to
cause a nwsange or a nnenace to the public. He shall at all times have on
hand sufficient pumping equipment and machinery in good worxhng condition
for all ordinary emergencies, and shall have available at all tunes competent
workmen fer the operation of the pumping equipment. fhe dewatermg
systems bhali not ue shut down be[w(:cn shifts, un bu.thda;ro or weekehula,
ur dur ng work sioppagvb without writter permission from the Engineer.
i'lie control of ground water shall be such that auftuning of the lxrtron)
Of excavations or forniatiou of "quick" conditions or "boils'' shall be 11Y
prevented. Dewater cog systems shall be designed and operated suds to tIp
prevent the removal ut the natural soils.
During installation of pipelines and sewers, placing of trench back-
fill and the placing culd setting of concrete, excavations small c: kept free
of water. Elie static water level blind be drawn down below the bottom
of the excavdtion sit as to maiumi n the undisturbed state of me udtural
soils and allow the placement of backfill to the required dcuaity. 1'he de-
watering system shall be inscallad and operated sit that tie ground water
level o,ttaide the excavation is rat reduced to the extent that would damage
or endanger adjacent structures or pr Verty.
The release of ground water to its static level shall be: performed
in such a manner as to induitain the uddisturucd state of the natural
foundations oils, prevent disturbance of compacted backfill and prevent
flotation of movement of structures, pipelines and sewers.
2. Excess Excavated Material. Unless otherwise spec:ificd,
excess excavteda materiaTui ii6TiZl6_fiir backfill shall be disposed of by
the Contractor at acceptable Iocat.ons. Material authorized to be waisted
shall be disposed of in areas called out in ",WECIAL c:ONDI FIUNS'".
3. JAorin�, iiheetinji and bracmhy,. Where sheet piling, shoring,
sheeting, bracing ur other supports arc u,ceasary, they shall be furnished,
placed, maintained and, except at, indicated or apecified utherwiae,
removed by the Contractor.
178-3
No "type A material shall be used unless it has been accepted by
the Engineer. Samples of the material shall be submitted by the Contractor
a sufficicrt t,me in advance of intended use to enable 'a inspection and
testing.
i
b. Type B Pipe, Bedding Material. Pipe bedding material shall be
a granular material commonly known as pen gravel or crushed rock.
Pea gravel, when tested in.accordance with ASTM D422, shall conform
to the following:
U.S. Standard Percent by
Steve size__, Weight pasaing
IUU
#8 0-5
c. _Lype C - Selected Manorial fur Initial and Subsequent Backftll.
Type C uwicrtaTsZZ Foe:a s%:ot gr`a..uTir o:atc ri re t=om organic
matter and of such size and gradat.nu wat the dcaired compaction c.n
be .rcadtly attained. When tested in accordance with ASI'M D422, it shall
conform to the following requirements:
U.S. Standard Percent by
sieve aize_ 1vei�btt paas(ng
3" — 100
11" 95-100
s4 35-100
*to 10-100
ff 40 0-60
0100 0-30
i #200 0-10
The coefficient of uniformity shall be 3 or greater.
I
['he material may he an Imported quarry waste, clean natural sand
or gravel, select trench excavation or a mixture thereof.
d. I'm U -_Unclassified_ Material for Subsequent backfill. Cype D
material shaTi be ttnclaeaificd material obtained fiom excavation or from
any other source. the material shall he substantially free from peat,
wood, roots, bark or other extraneous material. the maximum size of
stone shall not exceed 6 inches.
e. Pit Run Gravel. Pit run _vel Shall be an Imported material
coidormlag to_.St_#iiidnia Specificatoons of the State M Washington Department
of Hi-',ways for select roadway burrow. I'he maximum size of stone
shall .,of exceed 3 inches in its greatest dimension.
176-2
Section 176
EART14WORK
t
176.01 SCOPE
Earthwork includes all plant, labor, equipment, applia:.c:es and
materials as required or necessary to excavate, french, b.ickfill, construct
embankments and grade brr the ceastruction of all structures, pipelines
as shown and spectfiud.
17R.02 REMOVAL, OF OBST[WCTIONS
Unless otherwise noted, the Contractor shall remove all brush,
trees, logs, stumps, roots, heavy suds, heavy growth of grass, all
decayed vegetable matter, fences and all structures where the proper
construction and completion of the work require their removal. The
Contractor shall also remove all rock, stones, broken concrete and pavement,
debris and all obstructions of whatsoever kind or character, whether
natural or artif,cial, encountered in the work.
Material that is removed as hereinbefore specified, and is not
to be incorporated in the v shall be disposed of in a manner acceptable
to the Engineer.
Timber and other refuse to be disposed of by burning shall be burned
at a location approved by the Engineer and in such a manner that will
avoid all hazards, such as damage to existing structures, construction
In progress, [fees and vegetation. All burning operation shall be :n
accordance with Fcderal, 'Mate and local regulations, and shall be cunducted
in such a manner as not to create undue or unnecessary nuisance.
17D.03 MATERIALS
a. TY�c A Imported Gravel-Sand Mixture fur Foundation 5[abillza- i
[ton. Type dice aT e a c can graveT-sa m xtureTrce rum f=
oiganic matter and, when tested is accordance with ASTbI D422, shall
conform to the following gradation requirements: (2
U.S Standard
Percentby
sieve size Wet t_ passt�
3/V 70-100
a4 55-100
a10 35-95
M 20 20-80
#40 10-55
$100 0
17B-i
All costs in connection with the above work shall be considered as
Incidental to the construction, and payment shall be considered to be
included in the prices bid for the various items comprising this improve-
ment.
17A. 10 BARRICADES
The Contractor sha11 provide barricades at locations where there
exists an open trench or trenches that have not had sufficient settlement to
withst.ind traffic loads. All such barricades shall be property lighted
at night with electric or oil flares. All barricades shall be of a type
and located in a manner that meets the approval of the Engineer.
17A. 11 CLEANING UP 1
i
The Contractor shall not allow the situ of the work to become littered
with trash and waste material, but shall maintain the same in a neat and
orderly conditiun throughout the construction period. On or before the
completion of the work, the Contractor shall carefully clean out all pits,
chambers or conduits and shall tear down and remove all temporary
structures built by hire and shall remove rubbish of all kinds from .Iny of
the grounds which he has occupied and leave them in first class condition
to the satisfaction of the Lngineer.
I
17A-6 ,
R.
�;t
17A.08 MAINTF.NA1NC7: OF TRAFFIC
Iae Contractor shall conduct his operations In such a manner so that
interference with public travel will be minimized. The Contractor shall
provide and maim::in, at his own expense, suitable bridges, detours or
other temporary facilit,cs for the accommodation of public or private
travel, as directed by the Owner. Twenty-four hour notice to owners of
private driveways shall be given prior to interfering with them. MaWte-
name of traffic may be curtailed providing that the Contractor shall obtain
permission from the owners or t:nants of private property, or proper public
authority, or both, to obstruct traffic within the said limits and time agreed
upon. The Contractor shall notify the Owner Immediately of any such agree-
ment. The Contractor shall keep the local fire protection authorities
Informed at all tunes of the location of construction operations and fire
lanes end shall maiaraln access for fire-fighting equipment as requested
by the Fire Department. One-way t:affi,: shall be maintained on all street
during ooni,truction, except where suitable detours or other arrangements
are agreed to. Upon completion of backfilling of all excavations in roadways
and streets, the Contractor shall have a motorized rubber wheel road
grader on the job site. This grader shall be used to mslntam all streets
and roadways in a aansiactory condition approved by the Owner for the
duration of the Conuact.
17A.09 CARE OF STREETS, SIDEWALKS, AND ROADS
The Contractor shall be required, at Ilia own Expense, to remove all
excess materials, debris or other obstruction from the streets or roads
Immediately after the backfilling has been comlileti d, washing the streets,
if necessary, to remove the dust problem. No cross streets, sidewalks
or roads P%all be sholly obstructed except by special permission t urn the
Owner. If at any time the Contractor neglects to remove such materials
or obstruction and place struts, mdewalks, and roads in suitable condition
for traffic within 29 hours after having received written notice from the
Owner, the work may be done by the Owner, and the cost thereof charged
to the Contractor and deducted from his final payment.
Contractors working dump trucks and/or other equipment on paved
streets from the excavation site to the disposal area for excuse material
shall be required to clean said streets at the conclusion of each day's
operation.
If the streets are not properly cleaned and/or the condition of the
excavation warrants, the Engineer shall direct the Contractor to provide
facitities to remove clay or other deposits from tires or between dual
wheels before trucks and/or other equipment will be allowed to travel
over paved streets. Any violation of the above requirements shall be
sufficient grounds for the Engineer to order the streets in question
cleaned by others and the cost of the operation to be paid by the Con-
tractor.
17A-5
.,F+1
Z. Structures - The Contractor shall remove such existing structures
ae may be necessary for the performance of the work and, if
required, shall rebuild the structures thus removed in as stood a
condition as found with minimum requirements as herein specified.
He shall also repair all existing structures which may be damaged
as a result of the work under this contract. q
3. Curbs Gutters Driveways and Sidewalks - All curbs gutters,
3—rtveways, si9w—al t7—s nti elms ar si— truc[ures that are broken or
damaged by the installation of the work shall be reconstructed
by cho Contractor. Reconstruction shall be of the aame kind of
maser al with the same finish, and in not less than fie same
dimensions as the original work. All concrete shall be as spec[fled t
herein unless otherwise indicated. Repairs shall be made by 4
removing and replacing the entire portions between. Joints or
scores and not merely refinishing any damaged part. All work
shall match the appearance of the existing improvements as
nearly as possible.
4. Roads and Streets - All roads and streets in which the surface
to retnoved broken or damaged, or ir, which the ground has
caved or settled due to work under this contract, shall be completely
resurfaced and brought to the original grade and crown section
unless otherwise indicated. Beforc resurfacing material is
placed, ed;es of pavements shall be trimmed back far enough to
provide cican, solid, vertical faces, and shall be free of any louse
material_ Paving shall be is indicated and specified. Roadways
used by the Contractor for hauling materials, equipment, supplies,
etc. , shall be cleaned and repaired if the condition of :he roadway
is damaged or otherwise affected due to the Contractor's operations.
5, Cultivated Areas and Other Surface I!IlUovements - All cultivated
areas, eltFer agrlcu tore or—Tawns,and a ter surface impru#ments
which are damaged by actions of the Contractor shall bs restored
as nearly as possible to their original condition.
6. Exlsting Sca es aid Marks - All section, section subdivision,
pat, U5 .Dom, lT�� TG.S. , U.S.G.S. , and any other offic ial
monuments or bench marks shall be carefully preserved or
replaced. In the event any such monumert or marker is disturbed
ac a result of the Contractor's operations, a Contractor shall
replace or reset such monument or marker in a manner satisfactory
to the Engineer. Replaced or reset monuments shall be of accept-
able type and quality and shall be located so as to clear existing
utilities or any other inteifercnccs, they shall be placed in a
manner consistent with good and recognized engineering and
surveying practice.
17A-4
. ,
Existing major underground utilities and appurtenant structures,
whether shown oil the drawings or not, anall be maintained, relocated,
rerouted, removed and rcaturcd by the Contractor.
1. An existing utility is shown on the drawings as being "bove or
below t.'ie pipeline or structure to be constructed under this
contract but Is found during construction to be in conflict with
the proposed work.
2. An eristing wndorgrouud utility is shown on the drawings in plan
but not in profile and is found during construction to be in conflict
with the proposed work.
3. An existing, underground utility it not shown on the drawings
and is found during construction to be In conflict with the proposed
work. f
For purposes of this section, an existing underground utility shall
be considered to be w conflict with the proposed work it it crosses or
projects into the allowable excavatiun for the prupo.4ed work at an elevation
betwLen the top rind bottom of the proposed pipeline or structure.
Minor underground utility service lines, including but not limited
to sanitary sewer services, gas serviccs, water services, house or yard
drains, and electric or telephone services, shall b:: mabiwined, relocated,
rerouted, removed and restored by the Contractor with the lest possible
Interference with such services and in no case shall the interfurettce of
such service lines be considered for extra compensation under any of
the special cases listed above.
'rhe right is reserved by owners of public utilities and franchises
to enter upon any street, road, right-of-way, or easement for the purpose
of maintaining their property and for making necessary repairs or changes
caused by the work. Except as ixHed above, all costs thus Incurred shale
be paid by the Contractor.
17A.07 RESroRATION OF STRUCTURES AND SURFACES
1. General - Whenever any of the work is accomplished on or
tFz-cW,W property other than that owned by the Owner, the Cun-
tractor shall furnish the Owner, before final acceptance of the
work by the Owner, a written release from the Owner, or proper
authority acting for the owner of the property affected, stating
that the restoration of structures and surfaces hat; been satin-
toctorily accomplished. If, In the opinion of the Owner, the
release is arbitrarily withheld, the Owner m:,y, in its sole
discretion, accept the portion of the work involved and cause
final payment therefor to be made.
17A-3
The Contractor shall provide reasonable and necessary opportunittes
and facilities for setting points and making measurements during construction.
He shall not proceed until he has made request to the Engineer for, and
has received from him, such points as may be necessary as the work
progresses the construction wor4- shall be done in strict c:onfunnar. e
with ouch points.
Line and grade hubs for pipelines and sewers will be located by the
Owner in cooperation with the Contractor and in general will be on an
offset line at intervals of 50 feet except at manholes where line and grade
hubs will br act 25 feet from each manhole at an agreed offset from the I
pipe alignment, t
17A.04 LAND BY OWNER
The Owner will provide certain lands, as indicated, in connection
with the work under itte contract tug�tlier with the rigtht of access to such
lands. the Contractor shall nut unreasonably encumber the i,renhises
with his plant or materials.
17A.05 _LAND BY CONTRACTOR
The Contractor shall provide with no liability to the Owner any 1
additional land and access thereto nut shown or described that may be
required for temporary construction facilities or storage of materials.
He shall construct all access roads, detour roads, or other temporary '`.
works as required by his operations. The Contractor shall confine his
equipment, storage of materials and operation of ills workmen o those
areas shown and described and such additional areas as he may provide.
17A.06 EXis'CING uni-nus
In generat, the locations of existing major utilities, whether above
ground or underground, are indicated on the drawings. This information
has been obtained from utility maps and from verbal descriptions provided
by the various agencies Involved. Che Owner does not guarantee the
accuracy or completeness of this information and it is to be understand
that other above ground or underground facilities not shown on the drawings
may be encountered during the course of the work. In any case, minor
lines such as water, gas and sewer services are not indicated.
Existing above ground utilities, including but not limited to power
transm lesion and dnetrthutton, celegraoh, telephone and traffic control
systems, whether shown on the drawings or not, shall be maintained.
relocated, rerouted, removed and restored as may be necessary by the
Contractor in a manner satisfactory to owners and operators of the
utilities and to the Owner.
17A-2
r.
Section 17A
GENERAL CONSTRUCTION INFORMATION AND REQUIREMENTS
17A.01 CONFRACTOR'SOFFICE
During the performance of the contract, the Contractor shall maintain a t"
a suitable office at the site of the work which shall be G`te headquarters
of a representative of the Contractor. y
17A.02 CONS IRUCTION UI'll-ITIES 1
1. Power - Unless otherwise specified, the Contractor shall pro-ride
alTd,-cessary power and spectil connections to power lines.
2. Water - Unless otherwise specified, the Cuntractor shall provide
all necessary water and spectal connections to a water supply.
3. Telephone - f'he Contractor shall provide a telephone service.
T-iadiu-telephone service is not acceptable as a substitute for
the required telephone service.
4. Sanitary acilities - Che Contractor shalll provide adequate
nutlet facilities for all workmen and Owner's representatives
employed on the work. The Contractor shall maintain the same
in sanitary condition from the beginning of the work until completion
and shall then remove the facilities and disinfect the premises.
All twna of the work shall be maintained at all timer, in a
804 y cundlttcn.
17A.03 SUR VE YS
Unless otherwise specified, the Owner will establish reference
bench marks and base lines adjacent to the work. From the information
pr,Ntded by the Owner, the Contractor shall develop and make such additional
detail surreys as are needed for construction, such as slope stakes,
batter boards, stakes for pile locations aril other working points, lines
and elevations.
Bench marks, base lines, property boundaries, line and grade hubs,
and other reference and construction pmnts, as originally established by
the Owner, shall thereafter be maintained by the Contractor who shall
be responsibit for keeping their accurt cy and who shall pay to the Owner
ail coats of re-establtsh4.g them i< they are disturbed. fhe Contractor
shall notify the Engineer in writing at least S days In advance of the time
he will commence wurk on any partS of the construction requiring surveys
to be furnished uy the Owner.
17A-1
I
steel. Markers shall be placed as directed by the Engineer and set so �a
to leave 18 inches exposed above grade. The exposed portion of the marker
posts shall be painted with two coats of white concrete paint, and then the
size of the valve (for excmple, 6 inch G. V.) and the distance In feet and
inches to the valve shall be stenciled with black paint on the face of the
poet, wing a stencil which WtMpro uce letters two inches high.
17E.06 HYDRANTS
Fire hydrants shall be Carey Type conforming to AWWA C, 502-64
with a 6-inch inlet and a minimum M. V O. of 5 inches, twu 21-inch hose
nozzles with National Standard 7; threads per Inch and one 4-inch pumper
nozzle with Ole new ;;cattle Pattern 6 threads per inch, 1;-inch pentagun
operating nut and opening by turning -.punter clockwise (left). hydrants
shall be Constructed with flanged win •tu.ns unless utiurrwise specified
in bid proposal description.
Fire hydrants shall be of Traffic Type and provision shall be made
for drainage of L,arret u•• protect unite from freezing. Fire hydrants shall I
be of such length as to be suitable for installation with connections to piping
in trenches 3 feet 6 Inches deep unless otherwise specified. Fire hydrants
shall be IOWA or approved equal. Approval must be obtained prior to
bid opening.
17E.07 AUXILIARY VALVES
Auxiliary gate valves shall be flanged or as required by the type of
pipe being used, and be as specified in Paragraph 3.
17E.06 COVER OVER HPELINES
In no case shall less than 36 inches of cuver ne maintained over
the pipe. to cal variations in ground surface shall not contrul, pi.t the
average depth shall be the determining factor.
4ater mans shall be installed so that there is a minimum of 16-
Inch cover between the bottom of existing ditches and tie top of ;pipe.
1711.09 WATER WORKS rES'I'1NG
the mains shall be filled with water and all air removed prior to
starting the zest. The test shall be- accomplished by pumping the main
up to the required pressure; stop the pump for 15 minutes, ana then pump
the main up to the test presaure again. 'Phe quantity of water required to
restore the pressure shall be accurately determined by pumping through
a positive displacement water meter with a sweep unit hand registering one
gallon per revolutiun, the meter to be approved by the Lngmeer. Acceptability
17E-2
Sealosr 17E
WATER MAINS
17E.01 PIPE
Cast iron pipe 4 inch through 12 Inch shall conform to ASA Specification
A21.6-1962 (AWKA C106-62) and/or A21,8-1962) and shall be thickness
Class 22 designel tr ASA Specification A21. 1 method of design using a
modulus of rupture of 45,000 pet and a tensile strength of 21,000 pal.
The cast Iron pipe shall be designed for s working pressure 0 through
300 psi for laying condition B and 5 feet of cover.
r?
All cast iron pipe shall be cement lined and sealed to accordance �14,
with ASA Specification A21.4-1964 (AWWA C104-64), 4 inch through 12 ,a:k
inch pipe shall be 1/16 inch cement lined.
The pipe Joints shall conform to ASA Specification A21. I1-1964
(AWWA C111-64). Pipe Joints shall be Push-On and/or Mechanical as
required by the Bid Proposal description.
{
17L•:02 FITTINGS
Cast iron fittings for use with cast iron pipe shall r—Oorm to class
of pipe used aid be cement lined "Ifalf Thicknees' .
17E.03 _GATT VALVLS
Cate valves shall be cart Iron body, non-rising stem, full bronze
mounted with double dtac gates. All valves shall be designed for a minimum
water operating pressure of two hundred (200) pounds per square inch and
shall conform to AWWA Specification C-500-61 and any subsequent modification
thereof. Each valve shall be "O" ring type, provided with a standard
square operating nut, and shall open by turning counter clockwise (1cit).
The valves shall be 1OV:A List 14, or Mueller A-2380.
17E.04 VALVE BOXES
Valve Boxes and covers bh;al be constructed as shown on drawing
C-19 over valves 12 inches and larger.
17E.U5 VALVE MARKER POStS
A concrete valve marker post shall be furnished aid installed as
directed, with each gate valve. The concrete marker post shall have a
4-inch minimum square section and a minimum length of 42 inches, with
beveled edges and cuntalning at least one 3/8 bich diameter bar of reinforcing
17E- t
Section 17D
STORM DRAINS
17D.Oi PIPE
Concrete pipe for storm drains shall conform to AS"rM Specification
C-14 (Extra Strength), and reinforced concrete pipe shall conform to ASTM
Spec ificattons C-76.
17D.02 PIPE jowl-SS '
Storm dratn pipe Joints shall be rubber, and the specific brand or 1
type of Joint shall be submitted to the Engineer for approval prior to use,
and shat not be used without written approval. ;
17D.03 CATCH BASINS AND INLET CASTINGS
Catch basins and inlet castinga shall be constructed in accordance
with Drawings C-3, 4, &5.
17D.04 LOCATION AND DESIGN
The storm sewer shall be located as shown on drawings .
The system shalt be designed using the following criteria:
a. Connect catch basins to Btotm sewer with t^es, wyes or at manholes.
b. Curb inlets may be used providing they connect to a catch basin.
c. Maximum spacing of manholes to 1•! 400 feet, and at changes of
grade and alignment.
d. Sewers of 12-inch sl7c or larger may be laid on a curve, as
approved by the Engineer.
1
17D•1
ASBESTOS-CEMENT PIPE
Allowable Ceukage in gal/100 linear feet/hour. Head above Grown
on Lower End of Test Section.
Pipe (Inch) 6 Ft. 8 Ft. 10 Ft. 12 Ft. 14 Ft. 10 Ft.
6 0. 6 0.7 0.7 0.8 0.8 0.9
8 0. 9 0.9 1.0 1.0 1. 1 1.2
10 1.0 1. 1 1 2 1.3 L 4 1.5
12 1.2 1.3 1. 4 1.6 1,7 1.6
15 1.5 1.7 1.8 2.0 2. 1 2.3
Ib L * 2.0 2.2 2.3 2.5 2.7
24 2.4 2.6 2.9 3. 1 3. 4 3.6
f
Where dome media other Goan water is used for testing, the allowable
leakage snall be as iiijac-lly agreed to by the Engineer and Contractor. A
Where the actual loll:nge exceeds the allowable, the Contractor, at
his expense, shall remove the pipe entirely and relay the pipe section
to conform to the proposal requirements to pass a successful leakage test.
Any obvious individual defects Shull be corrected by the Contractor
to the satisfaction of the Owner regardiecs of the allowable leakage stated
above.
Repair .y chemical grouting will not be allowed.
Infiltration tests will not be allowed.
b. Final Sewer Cleaning.
Prior to final acceptance and final manhole-toy manhole inspection
by the Engineer of the sewer system, all l '-ts of the system 8 inches and
larger shall be completely flushed or clean_J by the Contractor. All
accumulated construction debris, rocks, gravel, and other foreign materl:
shall be removed from the sewer system at or near the closest downstream
manhole. if necessary, the Contractor shall use mechanical rodding
equipment to remove accumulated mud, s!lt, and sand acposits.
Upon the Engineer's final ma iltolr-to-manhole inspect on of the
sewer system, if foreign matter and other construction debt .s are still
prevalent in the system, the Contractor shall he required to reflush and
clean the sections and portions of the lines as required.
19C-9
6
lWesmure of two feet above a basic 6 feet measured above the crown at
dle lower end of the test station, the allowable leakage shall be Increased
by 10 percent.
The allowable leakage shall not exceed the following.
(1). Concrete Pipe - U.4 gallons per hour per mch of diameter
per 100 feet of sewer pipe bemg tested.
CONCRETE PIPE
Allowable Leakage in gal/100 linear feet/hour. Ilead above Crown
on Lower End of rest Section.
Pipe (Inch) 6 Ft. 8 Ft. 10 Ft. 12 Ft. 14 Ft. 16 Ft.
wy.
6 2.4 2.6 2.9 3. 1 3. 4 3.6 '
8 3.2 3.5 3.6 4. 2 4.5 4.8
10 4.0 4.4 4.8 5.2 5. 6 6.0
12 4. 8 5. 3 5.6 6.2 6.7 7.2
15 6.0 6.6 7.2 7.8 6.4 9.0
18 7.2 7.9 8. fi 9.4 10. 1 10.8
24 9.6 LU.6 11.5 12.5 13.4 14. 4
(2). Vitrified Clay Pipe - U.2 gallons per hour per .nch of diameter
per 100 W t of sewer pipe being tested.
VURIFIED CLAY PIPE
Allowable Leakage In gal/100 linear feet/hour. [lead above Crown
on Lower End of Test .`iection. yyy
Pipe (inch) 6 Ft. 8 Ft. 10 Ft. 12 Ft. 14 Ft. 16 Ft.
6 1.2 1.3 1.4 1.6 1.7 1.8
8 t.6 1.8 1.9 2. 1 2.2 2.4
10 2.0 2. 2 2.4 2.6 2.h 3.0
12 2.4 2.6 2.9 3. 1 3. 4 3.6
l5 3.0 3.3 3. 6 3.9 4.2 4.5
16 3.6 4.0 4.3 4.7 5.0 5.4
24 4.8 5.3 5.8 6.2 6.7 7.2
(3). Asbestos-Cement or Cast Iron Pipe • 0. 1 gallons per hour
per nch of diameter per 100 feet of sewer pipe IvIng tested. x
17C-8
manhole shall be screened during these operations and the manhole shall
lie cleaned ct the concinsion of the work. As soon as the first pipe section
leading from the manhole is placed, the now pope shall be tightly plugged
and shall remain plugged, except during testing, until the sew line is
accepted.
A circular oix-ning shall be carefully made in the manhole barrel
on the proper alignment so that the new sewer will be in line with the centef
of the manhole, and at the height which will allow the new sewer o Lie
placed at the pruper grade:. The opening shall be of such size as to clearance of nut less than one or more than three inches bets a the outside
Of the pipe and the manhole wall. Pipe connectlona, channel forming,
mouting oX pipe and anhole f
s. No additional olpe shall be connected until final met of the grout
d has occurred. Khenn Additional pipe is connected care shall be taken to
avoid shocks or other undue strains to the grouted joint.
17C.Ub ACCEPTANCE CESrS
a. Gravity Sewer Pipe
Leakese. After all sewers have been inspected and cleaned of
obstruction's,the Contractor shall test all sewers tow leakage, ibe test
shall be made oetween two manholes, and the length of sewer line to be
tested at one time shall not exceed 5W feet. The Contractor shall furnish
all labor, UxAN, equipment and water necessary to make the teats and to
perform any work incidental thereto. The Contractor shall take all
uec:euaary precautions to prevent and jornts from drawing while the
sewers or their appurtenances are being tested. lie shall, at his own
expentse, correct any excess leakage and repair any damage to the pipe
AD" their appurtenances, or to ty etructures resulting from or caused
by these Lewis.
The line shall be filled at least one hour prior to testing and shall
be tested at least one hour maintaining the head specified by "'assured
additions of water. 1-he Sum of those additi•ma shall be the leakage fur the
test period.
Eaa1i section of sewer shall be tested by closing the lower end of
tilt sewer to Ile tested and die inlet sewer of the upper manhole with stoppers
and filling the pipe and manhole with water to a point 6 feet above the
crown of the open sewer In the upper nnantiole, or of ground water
6 feet o+buvetlte sectiun's average adjacent grounicl water level, wh hevesent,
is higher as determined by the Euginoer. the length of pope tested shall
Lie lhnited so that the pressure: Lin Lire invert of the lower end of the section
Mated shall net exceed lu feet of water column. Fur each increase to
17C-7
r
Manhole steps and ladders shall be provided in accordance with the
specifications and as shown on th% drawings. Steps shall be spaced as
shown on the Stanuard Details. Manhole steps not cast into the manhole °
barrel shall be set using :con-shrink grout as specified above.
(4). Manhole Frame and Cover. Manhole frames shall be centered
over the barrel opening, ralse3 acid tTfted as necessary to match the roadway
grad, and shall be set in a full bed of mortar. For manholes not in the
public right-of-way or established driveways, the manhole frame shall
be act so that the top of the frame is 6 inches below the grade of the
surrounding area.
b. Dru, Manholes. Drop manholes called for on the drawings shall
conform to a app it le riaquiremenu; for standard manholes as specified
previously except for the additional drop structure shown in the Standard
Details. All bases fur drop manholes shall be cast-in-place concrete.
Pipe and fittings used in the drop structure shall be cast iron of the aame
size used in the connecting sewer. Concrete for pipe encasement shall
be 2UW psi, 28-day compressive strength; conforming to the requirements
of PLAIN AND HL•INFORCED CONCRL IL.
c. New Manholes Over Existing Se era. Ahere a new manhole is
to be constructed over an existing sewer as called for on the plans, the
manhole shall be constructed without opening or utherwise disrupting
the existing sewer line until the manhole and new line are accepted. After f}t
this time the crown of the existing sewer pipe shall be broken out, care-,
fully so as nut to otherwise damage the pipe, and in such a manner that ;
the broken pieces are nut carried down the existing sewer. Breaking out
of the existing pipe shall not be accomplished except in the presence of
Owner representutives. The channel shall then be made smooth using
concrete as specified above. The backfieling around the new base ehall
be performed and compacted in such a manner that the existing sewer pipe
is adequately suppurtcd and protected from settlement of adjacent or nearby
backf ill.
As a part of the work of constructing new manholes over existing
acwers, the existing manhole immediately downstream from the work
shall be screened at Its outlet duiing the time pipe is 'uroken out. When
it has been determined that no broken pieces remain in the line, the manhole
shall be cleaned and the screen removed.
d. Connections to Existlt_Manholes. Where called for on cite drawings,
new sewer inea sting manholes. While such
connections are being made, the existing sewer line shalt be maintained
in service and the work of making the connection shall be performed in
such a manner that no refuse, broken brick or concrete or other extraneous
matter gaits access to the existing sewer. In addition, the outlet of the
17C-6
'al I
{ I
r+
All pipe entering or leaving manholes shall be so laid that a joint is
provided within 12 inches of the manhole barrel. All stubbed out sewer
pipes placed through manhole barrels shall be provided with suitable
wa
tertight plug
s.
After the barrel has been constructed, the channels shall be completed.
Shaping shall be such that the channels conform accurately to slope and
grade and join together bmoothly with well-rounded junctions. Channel
sides shall be brought up vertically to the crown elevation of the pipes. `
The shelf bei.ween channels shalt be smoothly !Inished and warped evenly,
sloping to drain Into the channels. Concrete for shaping the bottom of the
manholes shall be a 3/4-Inch maximum aggregate size, For pipe laid
straight through the manhole, the top of the pipe shall be carefully removed
after the concrete has been placed and set. The broken surfaces shall be
made smooth using a nest cement mortar.
•r ;
(3). Manhole Barrel. Precast concrete manhole sections shall be "
placed and al gned so t Tie barrel is absolutely vertical and the ladder
rungs are aligned. The bottom section shall be uniformly supported by
the base concrete and ehil not bear directly on any of the pi a Only
the first barrel section shall be placed on the base prior to final act of ;
the base concrete. y.
Manhole blocks shall be provided in accordance with the Standard
Details and sn required for grade adjustment of the manhole frame and
cover. where proposed street grades, as shown on the drawings, are
below the existing grades, the precast sections of the manhole shall be so
arranged that future lowering of the manhole top may be accomplished
without cutting of a precast unit. Upon approval of the Owner, manhole
blrwks may be utilized to facilitate such adjustments.
All lilt holes, pipe openings, joints between concrete blocks, precast
sections and connections between precast sections and bases shall be
mortared. All surfaces to he in concoct with mortar shall be thoroughly
wetted. Precast sections and concrete blocks shall be set :n a full }-
inch layer of cement mortar. PrecaaLsectlon joints shall be smoothed
Concrete blocks shall be smoothly plastered inside and out. All holes
through barrel walls and all openings around pipe projecting through the
barrel shall be firmly plugged with non-shrink grout. The non-shrink
grout shall be placed in two applications. The first application shall be
such that approximately two Inches of grout Is firmly placed In the middle
of the wall, for the full width of the opening. After the first application has
set up, the remaining Inch of space on either side of the manhole barrel
shall be firmly plugged with the non-shrink grout. The surfaces ahOl
be smoothed inside and out. Backfill against the manhole shall not begin
until the second application of grout has set up. Cement mortar and non-
shrink grout shall be as specified in PLAIN AND REINFORCED CONCRETE.
17C-S
I N
A piece of ferrous scrap metal, w Ightng not less than 5 powids, shall be
securely fastened to the upper end of Cie wire to permit arc of a pipe
finder. Backfill above the Wp of the fitting shall not be completed until
the location of the fitting has been determined and recorded by the Owner's
representative. <
17C'.06 RISERS
Risers shall be )rovided at the location shown on the drawings and
as directed by the Engineer. the risers shall be, 6-inch diameter pipe
extending upward from main line tees. Riser pipe shall be of the type �
specifled on the dm*tngs and shall be constructed In conformance with the
specifications and the Standard Details. r'he upper end of the rise shall
be rightly ,Jugged with a disc or cap, using the type of jointing specified
for the pipe used. Unless directed otherwise, the maximum depth from
the surface to the top of the rise shall not exceed 12 feet.
Backfill around the rise shall be carefully placed in 8-inch layers t'
and compacted using hand tampers to a distance of 3 feet around the
riser. Backfill over the top of the riser shall be completed after the
Owner's representative has determined the location of the riser. Riser
location shall be marked as shown on the drawing.
17C.07 MANHOLE CONSTRUCTION
Manholes shall be constructed at the locations shown on the drawings
and shall conform to the requirements of the specifications and the Standard
Details. Construction of the manholes shall be accomplished as pipe
laying operations pass through manhole locations. The completed manholes
shall be rigid, true to dimensions and watertight. Earthhrork fur manhole
construction, including excavation, foundation preparation and backfllling,
shall be as specified In EARTHWORK.
a. Standard Manholes
(1). Manhole Base, The base for manholes shall be cast-inplace
concrete confo_rniima to tTie requirements of PLAIN AND RLINFORCED
CONCRETE: of these specifications. Ite use of an alternate pro-cast
base shall be subject to the prior approval of the Owner. fhe manhole
base shall be placed before pipe is 'Ad to or away from the manhole.
(2). P" Comtectloms and Channels. If there Is no change in
elope, directft n, or dlatiieR TtTie'p-Tpe, and no branch sewer into the
manhole, the pipe shall be laid straight through on top of the base. Unless
specified otherwise, all other pipe shall be so laid that the projection of
the. pipe inside the manhole does not exceed two Inches.
17C-4
r
Granular material shall be used for bedding all pipe.
Walking or working ou the completed sewer pipe, except as may 1v
necessary in tamping or backfillmg will not be permitted until the trench
has been backriiled to a height of at least one four above the top of the
pipe.
Under no conditins shall sewer pipe be laid against wall of trench.
The minimum distance fur exterior of pipe to trench wall shall be 6 inches.
Extra precauuun shad Ile taken to prevent rocks or other large objects
from ludging agaumt the pipe duct ng backitil.
As soon as each iength of pipe has been properly placed and jointed,
the spaces between the pipe wid side of the trench shell be: carefully
backfiUad and compacted as specified under S,:ction 17B.04.
Any sewer line that crosses above or less than 3 feet below a water
emin shall be cast tron tytun or mechantcal j(,tnt for a distance of 10 feet
on each side of the water main. Sewer lines ruitning parallel to water lines
and less than to feet away Shall be asbestus cement pressure pipe unless
they ate 3 feet or more below the water line.
17C.U4 CONCRETE FOR PIPE BEDDING
a. If the width of trench at the top of the pipe exceeds the outside
diameter of die barrel plus 24 inches, the Gontractur at his expense, will
be required to provide the necessary concrete bedding to prutect the pipe
and bcung Me load tactur up to 2. 1. The quantity of concrete depends upon
the trench width at the top of one pipe. The quality of concrete shall be
2000 pat 28-day compression strength, conforming to the requireme to
of i•LAIN AND lttlNF0i(CL-U L4)NcjiETE.
b. Where concrete embedding is indicated the minimum thickness
of concrete ptotection shall be 6 inches on the top and Hides of the pipe.
Concrete shall cure for a minimum of 4 hours itefure any additional backfUl
material is placed in the trench.
17C.05 WYE BRANCHES AND TEES
`Nye branches and coca shall be furnished and installed at the locations
shown on the drawings and elsewhere the Engineer bo designatub. Wye
branch and tee fittuigs shall conform to the reguiruments fur pipe fitting
as hereinbefure specified. Installation of these fittings shall be as shown
on the drawings, the :3taadard Details, slid as directed by the Engineer.
Fitting branches to which no pipe to connected shall be plugged in such
manner as to wahstand the pressure of Infiltration esting and shall be
provided with a length of 12-gauge galvanized wire extending
vertically from the fitting to witffis 6 inches of the ground surface.
17C-3
6. Cast Iro Pipe Cast Iron pipe shall be cement-lined conforming
to AW'WA Cl17rui i':IOR, -Clues 50 with mechanical joints or as shown on
the drawings. Mechanical joints shall comply with AW'WA C111.
7. Fittlus-. Unless otherwise indicated the fittings for various
pipe shall be unite as the pipe material.
R. Culverts. At the locations designated on the plans, culverts
shall be provlit3ed across fit: areas. 1'he culverts shall be so placed th.ir
the natural drainage of the surrounding ground shall nut pond or otherwise
cause erosion. All culverts shall be of size shown on the drawings non-
reinforced concrete sewer pipe with tongue andgroove. Unless otherwise
specified all joints shall be made without gaskets or packing of any kind.
Fill placed around and over the pipe shall be thoroughdy compacted to prevent
movement of culvert pipe_
9. Manufacturers' Certificate of C�ompIlancc • In the case of r-�l
standard Iabcl-ciF to5ct pro'3ucie'r�nclard manure which have a
record of satisfactory performance in similar work over a period of not
less than two years, the Contractor will supply the Engineer with a statement
from the manufacturer certifying that the ,roduct conforms to the applicable
specifications.
b. Pressure Sewer Pipe.
1. Asbestos-Cement Pipe. Asbesto"ement pressure pipe shall f
conform to AW"ffl J74W, Clain It30, unless otherwise noted fach pipe
joint shall be made with a Ring-'rite or Simplex coupling or equal aosembled
in accordance with the manufacturer's Instruction. installation of the pipe
shall conform to the standards Laid spe^.Ific'dions of the manufacturer and
these plans .md specifications.
2. Cast-Iron PPe. Cast- ir:)n pipe shall be cement-lined conforming
to AW'14A Cl�i or M, Class 50 with mechanical joints or at; shown on
the drawings.
3. Fittings. Unless otherwise Indicated, all fittings shall be
cast iron cosTin ng to ASA A21 . to.
17C.03 LAYING SFWER AND PRESSURE PIPE 1
`line interior of the pipe shall be thoroughly cleaned of all foreign
matter before being lowered Into position and shall be kept clean during
laying operation by means of plugs or other approved methods. The pipe
shall not be laid when weather cundttions are unsuitable for the work.
When work is nut In progress, open ends of pipe and fittings shall be
securely clused so that no w..ter, earth ur other substances will enter the
pipe. Any section of pipe found to be defective before or after laying shall
be replaced with new pipe by and at the expense of the [contractor.
17C-2
Section 17C
SANITARY SEWER SYSTEM
17C.01 SCOPE n
the work covered by this section of the specifications consists of
furnishing all labor, plant, equipment, appliances and materials and in
performing all operutious in connection with the construction of the sewage
collection system.
17C.02_ MATERIALS w
a. Gravity Sewer Pipe. 'ihc Contractor shall furnish and install
either concrete, clay or aesl,et+too cement sewer pipe in accordance with
these specifications and draw,ngs, [lie Gmtractor will clearly indicate
on hob bid schedule the type• of sower I1Ipe he plane to furnish and install
under the basic bid. file Contractor shall also indicate the price of
instal Ing the other type of pipe.
1. Concrete Sewe: Pie Non-reinforced -- Nun-reinforced
concrete sower pip.w-Ui7k_ i,nd spigot ends shall conform to AS1'bl
Designation C14 extra strength. All pipe shall be coupled with a "Standard
to, "ring type of rubber gasket. {,
2. Reinforced Concrete Sewer Pipt Reinforced concrete sewerCC
pipe with bell_and ipigot tongue and groove ends shall comply with AS FM i
Designation C76 and shall be of the class noted on the plans or in the
special provisions. All pipe shall be coupled with rubber gasket.
3. Vitrified Clay Pi Vitrified clay pipe shall be of one class
designated extra_atrengih ahall comply with ASTM Designation C278
and with the Specificadons, teat standards and juinting methods as published
by the Clay Pipe Institute. The joints shall be rubber or plastic in accordance
with ASTM C425. All joint Assemblies shall be made according to the
rt.cumniendations of the gasket manufacturer. Installation of the pipe
shall conform to the standards and specifications of the Clay Pipe Institute r
and their plain, and specifications.
4. Asbestos - 7ement�P�ipee, Asbestos-cement pipe shall conform I'
to AS TM Dt elgtailun clae-s34(k) unless uthcrA Ise rood. Each pipe
Joint shall be made with Ring- l'ite or Simplex coupling ashembled in
accordance with the manufacturer's instructions. Installation of the pipe
shall conform to the standards and specifications of the manufacturer
and these plans and specifications.
5. Ductile Cast Iron 14ye_. The ductile cast iron pipe shall have
minimum yield streng0i of 42,1100 psi. All pipe shall have cement mortar
lining In accordance with American Standard A 21.4. Thickness of nx
pipe shall be as t'huwn on the drawing.
17C-1
Class III backfill will be used in unimproved areas and all other
cross nit receiving I'Ype 1 or 'Type 11 backflll.
6. Backfill Under Roadwa s and Paved Aread. Upon backfilling
and compacting We- trenccFtto two eet ow gFWhdTevei, a layer of
ptt run gravel shall be placed in the trench. i hen, by uga of Heavy k
rubber-wheeled equipment or other mans, the hackfill shall be compacted
to a dty density equal to 95 percent of the A.A.S. 11.0. 'r-180 maxunum
dry density. The compacted layer of pit run gravel shall have a mirutnum
thickness of 24 lnchos. Any depresehm formed by settlement of the
backflll shall be filled by the Contractor.
Pit ran gravel shall be used for the top of all trenches where Class
I or Class 11 backflll is specified for subsequent backflll.
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§action 17G
f
MEASUP E:MENT AND PAYMENT
17G.01 GENERAL
The contract price for each Item shall constitute full compensation
for furnishing all plaat, labor, materials and equipment and for performing
all the work and operations required to c::matruct the comoloted items as
Mown on the drawings and as specified herein.
Payment for the completed work shall be considered full compensation
and shall Include all minor ►tuns r�qulrod for a complete job but not
epecificzdly mentk;ned in the Contract Documents and items mentioned
In the Contract Wcuments but no haviug a specific pay item. Work will u Y
be paid for under one item only, .F•
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17F.Ov _AS-BASE MArER1AL
I he suo-base material shall consist of hard, durable, well graded
sand and gravel free from clay, topsoU or debris and meeting the following
requirements:
Passing 3" 10070
Rest slned 1'' 407,, or more
Passing 2W Mesh 57 or less
17F.05 VASE COURSE MA'rIRIAL
Base material should consist of crushed rock or crushed gravel
meeting the fallowing gradation specification. If crushed gravel, at least
75%p of the sizes retained on a }-Inch sieve should have 2 or more fractured
faces. Me lines should he non-plastic and the sizes retained on a ;- inch
sieve sh(,uld havo a percent wear as determined by a Los Angeles Hauler
`rest of not more than 40 after 5(X) revolutions.
Sieve Percents e b Wet t Passin
V 100 {{
65 to 95 i
50 to 85 11
IO 30 to 60
60 5 to 30
200 2 to 5
17F.06 MONUMENTS
Concrete monuments and covers shall be installed to grade Just
prior to paving in accordance with drawing.
17F-2
Section 17F
STREETS
I7F.01 TYFiCAI, SEMOKS
The following described street cross sections are required of all
streets to be developed.
1. 1 Gravel Streets
Refer to Drawing No. 1
1.2 Paved R:sidential Streets
Refer to Drawing No. 1
1.3 Interior Roads
Refer to Drawlno No. 1
1.4 Access Road
Refer to Drawing No. 1
17F.02 CONCRETE SIDEWALK CURD AND GUTTER
All concrete shall have a minimum 26-day strength of 2,500 psi,
and the cement content shall be not less than 5 sacks per cubic yard.
An air-entrained admixture such as Darex AEA, Vinsoi Resin, or
equal shall be added to the concrete ac the time of mixing in such proportions
to provide an air content of not less than 3 percent or more than 6 percent
with the inauufacturers recommendations. Mix time shall not exceed 30
minutes or as directed by the Engineers. Cho Contractor shall submit to
the Enginccr, for approval, his proposed concrete batch proportioning,
the type and quantities of cement ag-regate, water and air-entraining agent
per cute yard. Can.retc shall be i, bJect to the approval of the Engineer
before concreto is furnished.
Refer to Drawing No. 2 for construction details of curbing.
17F.03 ASP'y,ricCONCRETE
Asphaltic c ncrete shall be Type i- t-D, and conform to Section 32
of State of Washington, Department of Highways Standard Specifications,
except that th,. prime coat will not lie required.
t7F-1
17E.12 MANUPACfURERS' CERTIFICATE OP COMPLIANCE
In the case of standard. labeled, stock products of standard manufacture
which have a record of vc IPactory performance In similar work over
a period of not less than 2 years, the Contractor will supply the Engtneer
with a statement from the manufacturer certifying that the product conforms
to the applicable specifications.
i
171i. 4
of the teyt will be determined by two factor&: (a) The quantity of water
lost from the main shall not exceed 100 gallons per inch of diameter per
mile of pipe per day. (b) There shall not be an appreciable or abrupt
loss in pressure during the 15-minute test period. Gauges used in the
test shall be accompanied with satisfactory certifications of accuracy
from a laboratory approved by the Lngineer.
Cable of Allowable Water Loss per 10W Linear Feet of Hpe in
15-minute Teat Period
Pipe Size Water Loss
4" 0.78 gallons per 10W' {
r
5" 1. IS gallons per 1000' i
8" 1. 38 gallons per 1000' i
10 ' 1.98 gallons per IUM'
12" 2. 37 gallons per 1000'
Prior to calling out the Engineer to witness the pressure test, the
Contractor stall have all equipment completely ready fur operation and
Shall have succeFsfully performed the test to assure himself that the pipe
is in a satisfactory cond-tion.
17E. 10 STERILIZATION
Before placing the lines in service, the Contractor shall sterilize
them and have a satisfactory report and aporoval of sterilization from the
local or state health deparrment on sarnpltta collected from representative
points in the new system. (if a chlorine residual is present, the sample
must not be collected in specially treated bottles.) Sterilized sample
bottles and/or instructions shall be obtained by the Contractor from the
laboratory where the samples will be tested.
The Contractor shall collect all samples for the bacteriological testa
under the direct supervision of the Engineer.
OE. 1i LOCAC1oN
See drawings for location of water mains.
17E-3
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