HomeMy WebLinkAboutWTR2700496 ROLLING HILLS CONDOS PUGET DRIVE @ GRANT W-496
AVE S.
Said heretofore Mentioned granted, its successors or assigns, shall have
the right, without prior notice or grocteding at law, At such tits as may be
necessary to enter upon said above described property for the purpose of Construct-
ing, maintaining, repairing, altering or rei:onstructinq said utilities, or caking
any connections therewith, without incurring any legal obligations or liability
therefore, provided, that such constr..cion, mwlntaining, repairing, altering or
i reconstruction if said utilities shall be accomplished in such a manner that the
private improvements existing in the right($)-of-way shall not be disturbed or
p. damaged, they will be replaced in as good a condition as they were inmudiately
!Y before the property was entered upon by the Grantee.
The Srantor shall fully use and entry OL aforedescribed prmises, including
the right to retain the right to use the surface of said right-of-way If such use
does not Interfere with install ti Gn and maintenance Of the utilities. Nowever,
N the grantor shall not erect buildings or structures over, under or across the
P- right-of-way during the existence of such utilities.
This easement, shall be a covenant running with the la d and shall be binding
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on the Grantor. his successors, hes .-,d assigns. Grantor covenant that they
are the lawful owntrs of above pr: � -rties and that they'tave a good and lawful
right I-— even — _ 4/g» President
Ru ale rem ant and _Enrique P. MOCp, iee
_ — 1
and
and
and
F„
:ORPONATE f0011: .a
1 4 r
STATE Of
SS
COIMTT OF
On this day of 191 1 before se, the undersigned.
a Notary Punl c in an for the to 004 ., duly cpmelssl0htd and swrn
personally appeared Y.r it'Am Ndsgs�F4 rtspecti vet
to known to be ins— o6-rT ane t o t�WE -a' y
the co rporet on t a executed the fore-
gotng nstrumelit, and ac krrowieaged the saiE instrof ument to be tiro free and voluntary
act and deed of said c poration, for the uses and purposes therein Mentioned, and
on oath stated that authorized to execate the said if, trument and that
the seal affixee is the effrporate seal of said corporation.
WITNESS my hand and official seal hereto affixed the day and year in this
certificate above written.
�.v:re ..
IT— y- J is a or t, la[ of
�eu IIIf n«tuia M' Keu.ae,. .j:'*ehrtcns +t �—
wa..� f� MUNICIPAL&Zr,
r ALSO ass~ts for waterline IS feet in width being 7.5 foot on each side
of the following 12 described co,t rl,Ms:
Centerline No. s Beginning at Aforementioned point "HY0-1" thence
TM '0 E T8-37 feet to the tercel noun of this ceiterllne.
in
Centerline MD. 2 Beginning at Aforementioned point '1M-I"; [Noce
-�:.. '40"1 33 ." feel to the total mass of this canted ln♦.
Centerline 1b. J.: Beginning at aforementioned point "WI-I"; thence
m—A7`jT-- 6nV 3 o fast 10 the terairlous of this centerline.
Centerline No. 4: Beginning at aforementioned point "HYD-211; thence
ra5r&o"KVT- 76 fast to the terms roue of this onterlina.
8 ■
Centerline No. 5: beginning•[•ioremenl;ono/ point 'VM-2"; thence
pp ME SH 6—TM fast to the torsi mios of this eenle,11".
p. Centerline Mo. 6: Beginning At afo,eme ,ioned Faint "M p'; thence
P M0MOS'3 W 2 . 2 feel to the to,.!nous of this centerline.
Canterilno No. 7: Beginning at aforementioned point "HID-311; thence
moo 20'I 2617 feet to the terminoes of this centerline. -
Centtrline No. 8: Beginning at aforementioned point "YM-41'; thence
N 9 -'70.78 feet to the terminwn of this centerline.
Centarline No. Beginning At aforementioned point "VM-514; thence
2 rest to tM term,noun of this centerline.
Centerline No. In; beginning at aforementioned point "1111-61p; thence
M 9 ' yV 1J.Weel to the teraimus of this centerline.
Centerline no. 11: Eeginning at aforementioned poirr. "HYD-4"; thence
Sag'1 1239V2 tees to the terminous of this cln rcrlin<.
Conleriine No, 12: Beginning at aforemactioned point "B thence S01'0513"E
93.r2-Tee[[o j point -.wish burs 1001'45'37"E 791.47 feet as measured along
the north-south cenitn 1 a of .aid section 20 and 589'09'54"V as measured
parallel with the east-west cmttrline of said Section 20 from the south
Quarter corner thereof.
Rolling Hill 1ondo,..1cM 19-237
Sanitary Sewer Easement 7-10-79
Revised 7/20/79
Revised 8/15/79
A,n use 't for unitary sewer over a strip of land 15 feet in width, being
7,5 feet on each side of the following describes centerline in the Southeast
quarter of the Southwest quarter of Section 20, fn!wnship 23 North, Range
5 [bt, Y.M. in Ain, County Washing an described as follows:
Beginning at the south quarter corner of said 20; thence N01'45'37"E
Along the east line of said subdivision 1271.16 feet- thence S89'09'54"V
parallel with the east-west C."rerllTo of said Sect�on 20 a distance of
625.35 tee! to the east margin of Grant Avon" South thence S01'52'04'Y
37.59 fen to the TROE POINT Of BEGINNING OF THIS OESCRiBEO CENTERLIME;
theme S8S'O9'n6"E 21 83 feet; thence SDO'S9'BTw 163 55 feet; theme
S85'08'II"E 128.251e0t; thence 502"olI12-V 138.41 feet; thence S40'38'28"E
219.46 feet to the north margin of S. Puget Orive and the tern,sus Of this
described contorlint.
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UTILITIES PI
E A 4 E A E NT
' THIS INSTALWAly, .ode thlso—day of AiurruT T19-zq;
by And between Rubin Saldnt PP re�N den tend Enciete P�Mora..l....Vice Prsaident _
;J n ou niuw eullder• InFIsd 9e.o c■LnlWo BUII�iCs InC-T--
and `
and
hereinafter called "Grantor(s)", and the CITY Of KENTON. a Nun clpal Corporation of Ring
o County. Washington, hereinafter called "Creoles".
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■ WiTNESSETM: t
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o That said Granfor(s), for and in **, and other
of the eun o! 51��
lade Da11lII _ .said 6Y Grant**,a, and other valuable said
G,s.tee.n, do by
^ t se pruents, grenl, borgaln, sell, comet. and warrant ..to the sold Gr.ntco, Its
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sucussore and assigns, an coselrnt for public utilities (including water and sw+a r) with
necessary appurtenances over, through, across and upon the following described property
FZ In King County. Washington, nor, particularly described as follows:
M
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IIo11,ng Hill Conooniniue 79-237
We,,, ' in. Etsseent 7-10-79
Revised 7/20/79
An ...anent for waterline over a strip of land 15 feet In width, being Revised 8/15/79
1,5 feet on each side of the following described centerline in the
Southeast quarter of the Southwest quarter of Section 20. Township 23 North,
Range 5 East, N.A. in Ring County Washington described as follows:
beginning at the south quarter turner of said Section 20; thence N01'45137"E
along the east line of aaicisubdivision 1271.16 feet; thence S89'09'54"W
parallel with the east-west centerline of said Section 20 a distance of
362.10 feet to the TRUE POINT Of BEGINNING Of THIS DESCRIBED EASEMENT
CENTERLINE; thence So0'55'30"W 57.84 feet; thence N79-33'47"E 17.09 feet;
thence SOO'43'17"W 17.31 feet to a point hereinafter called "MYO-I";
thence SOg'43'17"W 98.68 feet to a Point hereinafter called "Ref-I": thence
$00,43,1711W 118.41 feet; thence S45'45'02"W 37.72 feet; t/snce S00'09'55"E
97.01 (,et to a point hereinafter called "MYD-2"; bronce S00'09'55"E
15.76 feet to a point hereinafter called 'POINT A"; thence 500'09'55"E
24.06 fast to a point hereinafter called "Wil-2"; thence 500'09'55"E 5 88
feet; inert, S38'38'43"E 71.95 feet; thence 503'15'53"V Io8.57feet to
the northerly Bergin of S. Puget Drive and the terreinous of this described
centerline.
ALSO an easenent for waterline 15 feet n width being 7.5 feet on each side
of s centerline descr,bed as follows:
Beginning at aforementioned "POINT A"; thence N88'54'21"f 98.14 feet to a
Point hereinafter called 'Yn-3"; thence N88'54'27"E 14.43 feet to a point
hereinafter called "POINT B"; thence N88'54'27"E 162,44 feet; thence
NOO'26'37"L 51.36 feet to a point hereinafter called "NYD-3"; thence
NOO.26'37"E 10.39 feet to a point hereinafter called 'NM-41-; thence
N00'26'37'( 188.28 feet to a point hereinafter called point "wen-S"; thence
N00'26'37"E 66.43 feet to a Point hereinafter celled point '4M-6'
thence N00'2b'37"E 14.15 feet to a point hereinafter callad "MYD-4";
thence e00'26'37"E 14.24 feet to a point which bears S89-C9'54'M f,M
, point on the cost lira of said s'bdivision distant N01.45'31"E 1271.16
feet frele the southeast corner thereof and the ternlnpus of this described
center l ins.
SWA AlMISI ♦ IR(ISE rAA NOT NEQUIPLD
jot. ,319 A S11W1311
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8' LsK' I a O,Lao 24Y.00 L OLoo I 124 oo z)0 wos
Q- Ny4 2 42t+o 124-oo O 4400 (�( O
2.45.00 1470.e°
a• L.V. f S 74s.00 ! 1.226.00
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U'CATInN RULCWL, WILLS CON00 W-4c4) —
nATF JkAL-9 12 , Ig79
PFRMIT PEE DATE ISSUED WRACTQR
Tie Sewer
storm Sewer
M4 Constructim _T
Voter Nstem Develorrent � 3,4b 17 7/lz 175
Inter Inteccrer 1 4s
Noter Inspection
Sewer Svstem nevelorrmt s 3744o 77 7 Iz r3 _ _^
Sewer LatecaTr _
Sewer Infection
4 )q 934 5`I
s ir& ",4)7 SQ F7
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HILL OF SALE
[NON ALL MEN BY TWESF. IaFAENTS. Tbm Condominium Builders Inc.
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to ttyoad r ing .00-Raw r NaJrpaa,as-- Y r dr Arr Omt
fS LI.M 1.erfM.�w. el�e.woo of On• •nd no/300______________________ -
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ow6d mom,r do Uam d Stator of Amweu,to them b Woo pos by City Of Renton
at Fort Y or tie wood Fan. W tetel0 whwaol 6 "obr adme-le mi. dace by Ir Iommma Pam
baoPY,as wet AN mot W am prlY r the wad Fact taw 0 H Iy docrmad Frsal PONY saw
Wool 1020 Grant Avenue South, Renton, Washington W-496
m Iv car r Benton cony r Ring rd star r NramPma, taws
Approximately 300 Il of 12' O.I. water pipe and 1200 I.F of s'
O.I. water pipe and d of fire hydrant assemblies, and all
aypurtances pertaining to said watersain expressly warranting
said watermain against Any expenses, costs or liens hereto incurred
thereon by, through, or under seller herein.
TO MAYS AND 1T1 SOLD ae ota r W ON Arty r tk wad pit ita berm ewm.tww.
almrbesra we swim totems. Amd rr Pony r do Awr pan, IV its bon,
corm,aWsrem oawmwm a ad sOn a to rr wwY the rid fan Y of W ewom i Pwn, i t s
Yamoom a mommomm mad mos m, teat am ten Y of tea am WI i s t he . r W mid
P+mW,stab amd CleMb aM Y e PW 114V bed Iwa awQsaF to m the rr. mad the It
will vwnwt r dal■d tee wW bmrbF mab rta W wW ewtY r ti wwrd Pn, its
orstoam admNAOmrw,mod aripwm oealam as W PwI mwrra r Yana.wh mom ,lawfully coerce w tm
doom taw mom,
IN NITNIU WARAEW,Them ow F�.1 r W M am r seeVA moo+w y7 dwr r_C V
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STATB OF N INOTOM, )
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m m bsaaa to as a*m/aeAsl Y r sB.mmaew■1 IY ettYm mad `'e'14,Bwmnpt wd
aAssslwyad tL t yN dbsama r &,4-A bow.4,clostan mo"VIA 4 Ir tow
was OWg Pwlm nwar Om n" Pa•••, .
WIN amdr o►Food ad asrr aml d6 qq
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BML OF SALE •� �
WOW ALL MIN Sy 1NfA6 ymf3I417. 1aM CondwiniuM Builders Inc.
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Cmuaty d King .Slow WaAMpaa,ter pant Y d at Mt ran
Is mad W Mrntlba d tY.ae d One and W/100------------------------Di..
iWWe ddM U.kd S, eAvkti is th" abud pddy City of Penton
d pan Y d the se Fan, tee MOMP ebwed M WAY aebsaeandp d, eea by tbw p..uau Anne
bupe,ti ud dew eve,w aw pYtY d W rand pn.tb Mawbm ame.Mad p ".W Pwwtr...
b.Mdr 2020 Grant Avenue South, Penton, Washington W-496
m do Cmy of Renton ,Camay M sing W Itw W WatYepaa, t wd
Approximately I00 s.P of 12• D.I. water pipe and 1200 Id of 9'
D.I. water pipe and 4 of fire hydrant assemblies, and all
appurtences pertaining to said watermain expressly warranting
said watmrmain against any expenses, coets or liens hereto incurred
thereon by, through, or under seller herein.
IO RAyi AND 10 MOLD tY s M tY rd pan .1 th. aced p,, its bMns.amtma.
obwaweta.awl •a•mu Nana. Amd MY p mY d de a,m p.n, 1. its be-
waver,adMMMM1100%atarpt a UseaOm a M Acd e,ta tY awd pan Y d Be sea"pan, i t a
m.evs, ,samb6am eve rd Mnmm, taw r Fenn Y d tY Ixr pan Is the ww. of Jr maim
,"il,pe0 W AaaMY r Y 9 pad ftW ar he wa6 ns,M we tY new ar Ma it
A em,mu ar Mod dw isle Ynbr nod.tear tY Mid pen Y d aw a .d put, its
dommra admbisswems MM am*"OP"as a w awry par beasm/t.Lssbe a t.
class w mmma
IN WMNIfp WRIK",Te mW out d tY M N Y M /, bwd
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as"aw/z wand bdw.a +`�-•aw�aLSL-C.t-•+. �.._
M w sarme Y M r*aemmir Y r w6 smtsaal Y deals sal la+.laF lY/Wapn pd
"b"NUOpd gal amiss tea mom,O br 04•ream W' pd ndM1, la tY
aw W aamReaM AMW ssesl.ml t`t�„'..
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I N T E R 0 P P i C E C O R R E S P O N D E N C E
pate December 31, 1979
TO: Mike McCarty
TROM: Arlene Haight
SUBJECT: Rolling Hills Condos • 0/496 - 5-241
■
ROLLING HILLS CONDOS
Water: (0-496)
300 LF of 12" D.I. Waterpipe $ 7,200.00
1200 LF of 8" D.I. Waterpipe a../ i9,200.00
4 Fire Hydrant Assemblies 6 000.00
TtYIAL
Sewer: (5-241)
763 LF of 6" D.I. Sewer pipe
TOTAL, $15,000.00
Bills of Sete received.
Take into Plant.
ARLENE HAIGHT
AH:ckd
BEGINNING
OF FILE
FILE TITLE L4
ROI.I-1 N(r M Oc.LS C0N400 S - "?uclt + _Dr.
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TIFFANY HILL ELEVATED TANK ZONE i TALBOT, MIDDLE ZONE SERVED THRU
CHECK VALVES
FIRE AT S I M INVESTMENTS CONDOMINIUMS
RUN 1 FIRE IN BLDG G. HYDRANTS AT
NODES 301 , 302 AND 303 USFD.
BY: RHH/RGB DATE: 2/2/78 JOB: S11521.A
ALL DEMAND FLOWS ARE MULTIPLIED BY 1.0000
PIPES 122 i
NODES 9B
SOURCE PUMPS 0
BOOSTER PUMPS 0
RESERVOIRS 2 '
MINOR LOSSES 0
• PRVs 0
NOZZLES 0
CHECK VALVES 3
•
RESERVOIRS:
NODE ELEVATION
• 301 431 .20
257 580.00
• FLOW FROM PUMPS AND RESERVOIRS EOUALS 2711.400
ITERATION- 1 SUM OF DIFFERENCES= 0.819E+02
• ITERATION- 2 SUM OF DIFFERENCES- 0.370E+02
ITERATION- 3 SUM OF DIFFERENCES- 0. 173E+02
a- DURING ITERATION NUMBER 4 CHECK VALVE 2 IN PIPE 220 HAS SHUT OFF FLOW.
ITERATION- 0 SUM OF DIFFERENCES- 0.751E+01
DURING ITERATION NUMBER 1 CHECK VALVE 1 IN PIPE 228 HAS SHUT OF FLOW.
CHECK VALVE 2 IN PIPE 220 HAS REOPENED.
♦ ITERATION- 0 SUM OF DIFFERENCES- 0.347E+01
DURING ITERATION NUMBER 1 CHECK VALVE 2 IN PIPE 220 HAS SHUT OPF FLOW.
♦ ITERATION- O SUM OF DIFFERENCES- 0.311E+01
ITERATION- 1 SUM OF DIFFERENCES- 0. 174E+01
ITERATION- 2 SUM OF DIFFERENCES- 0.122E+01
r ITERATION- 3 SUM OF DIFFERENCES- 0.234E+00
ITERATION- 4 SUM OF DIFFERENCES- 0. 168E-01
ITERATION- 5 SUM OF DIFFERENCES- 0.360E-02
♦
UNITS OF SOLUTION ARE:
DIAMETERS - -H
♦ LENGTH - . ET
HEADS - ; �E;
ELEVATIONS - FEET
♦ PRESSURES - PSI ±
FLOW - GPM 8
DARCY-WEISBACH FORMULA USED FOR COMPUTING HEAD LOSSES !
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SPEED LETTER
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TO: --- --'— DATE:_
— PROJECT: (,u _ ¢94
SUBJECT:
�C Q<-k Cv'Zr' 1 ( ow. r �, F'-kl'F r'w G �• ATjri 1Jw4,_ _
R - J - z! fF AS - 13,� . T iN _ ---
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MILLEGAC ANDERSON !" )D1, INC. R-F=N � F UM&U DITTIQd
Consulting Engines
Upper Level. Building CG10
Fishermen's Terminal
SEATTLE.WASHINGTON 98119
(206) 282.2290 e "Oft T�
To Gi1771i/ !/,IAIW"_.. 'L_---
GENTLEMEN. — ------
WE ARE SENDING YOU [Attached Under separate cover via. __.. _the following items.
D Shop drawings Prints ; Plans :::1 Samples O Specifications
U t.opy or letter L1 Change order }( /�,,„T _
GGn� GATIE _ MO. ___ DESCNIP110N
—
jtwi
r r JMurfb Ql/ �1A/FJ2 Fas!'CevSON {Y�.�� SN-T
or _rr�tltEG �/1?frSL 1_8� op
THESE ARE TRANSMITTED as checked below:
fD For approval ❑ Approved as submitted (:� Resubmd__- _copies for approval
❑ For your use ❑ Approved as noted 0 Submit__copies for distribution
❑ As requested D Returned for corrections D Return___corrxfad prints
For review and comment D___ —
L:' FOR BIDS DUE___...____ _.._19 D PRINTS RETURNED AFTER LOAN TO US
REMARKS___.
IREMLO l--3S.- +dPLr=rr. Ina WI>c WILL _�jL►� ae 2Firi{(ch
--
1���+�..�`�1!✓ FbQev�S _��_ TEE_ • c'-AL D�rrs.C.�IPSl•!?Nl _
�i+-.�. 81F E],�LED pyZT' A'FTF.2. Ell k !S Lt�r�GLET¢,
Gopr TO________m___ ._.—.---
SIGNED:__
+errr.Aalrwirwacail® sw..,r...w x erwlwene en nut a r.a,amolE+orar vs n eMe
1t
.3
MILLEG c«nwt0 eRNEngine, 001, INC. 1[ U ,M (IF
F MUSS` U1
Upper Level, Budding C'10
Flshermens Terminal
9EATTLE. WASHINGTON 98119
-Z
12061 282.2290 •• ,« RAU Q�
GENTLEMEN:
WE ARE SENDING YOU >,Attached ❑ Under separate cover via the following items: —
❑ Shop drawings t-7 Prints ❑ Plans ❑ Samples ❑ Sl ifications
❑ Copy of :after U Change order njeI "L4t_
D ss Dare NO. DESCRIrtION
THESE ARE TRANSMITTED as checked below: '
Xfor approval ❑ Approved as submitted ❑ Res ---copies for approval
�1 For your use ❑ Approved as noted ❑ Submit—copies for distribution
[-j As requested ❑ Returned for correctlgos O Return_corrected prints
u For review and comment ❑__ _._.—
,) FOR BIDS DUE -_19___—j✓Qpj�ORIWS RETURNED AFTER LOAN TO US
REMARKS—
COPY TOtSGi
• MQ• s'+`QQ./�e SIGNED.
ror eroe-,nwr/�[ij✓� cow..Rr nr n r,No.wu m ram..,oue, .mery nmib ...r-office
r ,
MILLEGAN ANDERSON "001, INC.
Consulting Engine, L❑� U .UU luJ Lr 11 UUQIIV C+J:NUO U UTA:IS
Upper Level. Building Cr10
Fishermen's Terminal
SEATTLE, WASHINGTON 98119
/ 1206) 282-2290 •,we11Ow SfSu Olf �
TO
GENTLEMEN: _
WE ARE SENDING YOU X Attached C:; Under separate cover via ths following Items:
LJ Shop drawings ❑ Prints ❑ Plans ❑ Samples_/ U Specifications
❑ Copy of letter ❑ Chengs order K_ Q1eJ(4 LLk4L— WI
coagEs DAY[ Fw. DEWRI"Im _
INV
�L.
THESE ARE TTRRANSMITTED as checked below:
/
YFor approval O Approved as submitted ❑ ___Ras copies for appov ral
❑_For your use ❑ Approved as noted ❑ Submit—copies for distribution
'— ❑ As requested ❑ Returned for corrections �❑ Return--corrected prints
❑ For review and comment ❑ —1'qyyT 1 .--- — ----
❑ FOR BIDS DUE `.19__ PRINTS RETURNED AFTER LOAN TO US
REMARKS—__.. --_
1
COPY TO1� .0y Ml tl►1 V sy1 $J ss..Ot#�.nS ��.�
M1'lit. 'I-AGRAv SIGNED. rAV
hYw r.•r...rr.—ngi,� •.r.w c,w• n•wNswr«w.•w«MN. YMMY n•ulY u•«ww•
.Xie
I N T E R O P P I C E C O R R E S P O N D E N C E
Date August 30, 1979
TO: Del Mead, City Clerk
FRCM: Ron Olsen, Utilities Engineer
SUBJECT: Recording of Documents
Please accept the $4.00 in cash enclosed in this transmittal fo- the record-
ing of the attached utility easement. The $4.00 in cash war received ;ry the
developer. 11�
Please record the two separate bills of sales, also enclosed herewith, and
charge the recording fee to:
401/000/15.534.32.42.14
Please furnish this office with three co i s of the recorded document.
J
AP.:pmp
CHA^T'R 117 LA%:5 Cf 1S55
CITY Cr C:. :;"'' ATION
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DEPArTKLaT Or PUYLIC WJXP.� t.
n �t\ Lui LDING DIVI"r,"
ADKVrJ r
/ AYPLl�AT IOW IGX CONSTXlX.T 10N YI WtIT_ La l
�! IPUIILIC R1C:HT-Gr-MAY)
TYPE Or PERMIT PESWIT rEE
Sanitary Sewer 14 H S50 5 700.00
su,r,. Sewer Y. 50.00
k/w Const. 0' - 35, 3 '4 $10 30.00
k/M Con►t. 36' - IUD'
k/W Const. 10o'
yy s
U/G communications M-
1401 systems Day. Charge sewer , _ 2,949.01
water latecomers 0401 utility O.pt. `•. water L.C. 3,613. 35.e- ZD7c•v�
0 10.20/F.F. • Poo"t •a* e
Other LatOCOnr's rsea Ur 2,949.01 1
354.25 LF Special Drpbt,itt water tap ee IZ , 3L1 . 3b
.Y TOTAL S1•�r-291. 37
Location 2020 Grant Avenue S.
Legal Description See A' LSJ'
contractor Allison Inc. _._. _ T.levLon. (206) 531-2443 ('
Addrees_9917 I't'r Land-Ave .. T n,,,a__u:n
Owner CondominiuID.BALlde''a� Tnr_ Telephone 624-11J0 y
Address,_ 19800 Pacific Ilwy G Gearrta_ wn .y,818f1.._.
Type of Mork side
4o. at root 3' —_� hDIA Yes (on file)
kackfill to be placed by Contractor -_
Paying t-0 be placed by COI1tractor —
work to be completed within {iQ _ days.
-- THIS IS IIOT A PERMIT TO DO TIIE WLkk. W,kK MUST H✓r COMMENCL UNTIL THE PLMIT IS
I SSUED 1\
�MAY O
ANY Wokr PLRrOR/QD WITHIN THE kIGHT-0[ X iN/ StWER MAIN HIJS? BE DONE BY A
LICENSED, briNDED CONTRACTOP.
DATL 9 J 8 7 8
APPLICANT'S SIGNATURE
AUTH01M T1UN TO ISSUE PEXNIT:
_ 5,
LATt.
,
t ._
City of Renton � 'I� '
Department of Public Nor1u � � '.
BUILDING DIVISION FEE RECEIPT 11o. 4544
Permit Bo. Renton, Wasbisfton `� ` ��� �[=� 19
Received of - Jr ,� n AFC : >•. t:i�! �:• . J '�: "> `•'--
} DOLLARS
i
Pa io by: 000/322.10.15 Sever Permits ' f
❑ 000/322.40.00 Right-of-way Construction
Check 401/343.79.13 Water System Dev. Fees r .r
❑ Cash 401/343.79.14 Water Latecomer Fees 1
401/343.79.15 Water Insp/Approval Fees
401/343.79.16 Sever System Dev. Fees {
401/343.79.17 Sewer Latecomer Fees
401/343.79.18 Sever Insp/Approval Fees
604/220.00.00 Special Deposit
RuildinR Official
'i TOTAL y/,.•`�'f - � 'I
t f .'.�
BY
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. ��,�, �,3u:tc.�- v�-a�-�l� lam✓ �D �`3G�P'
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IV
Said heretofore motioned qr-,(N. its successors or assigns, snail have
yl, j the right, without prior notice or proceadi - at low. at such tiffs as my be
necessary to enter upon said above describedproperty for the purpose of construct-
log, maintaininq, repairing, altering or reconstructing said utilities, or waking
any connections therewith, without locurring any legal obligations or liability
therefore, provided, that such construction, aaintaining, repairing, altering or
reconstruction of said utilities shall be accomplished in such a canner that the
private iprovewents existing in the rights)-of-way shall not be disturbed or
draged, they will be replaced in as gad a condition as they were insudiately
before the property was entered upon by the Grantee.
The Grantor shall fully use and enjoy thl.aforedescribed preeises, including
the right to retain the right to use the surface of said right-of-wy if such use
does not Interfere with installation and waintenance of the utilities. However,
tV the grantor shall not tract buildings or structures over, under or scross the
r right-of-wey during the existence of such utilities.
This easeaeni, shall be a covenant Twining with the lad and shall be binding
on the Grantor, his successors, heirs and assigns. Grantor covenant that they
are the lawful owners of above propert'es and that tbey�lave a good and lawful
right to this even _ _
ind ¢ r —` !n iaue P,_ President
and
and -- --
---and
-i.
CORPORATE FORM:
STATE OF JL)AJS&.�y� ) SS I -
y '" 2
COUNTY Of _<. .�..-_. ! lien
On this _��day of I 7r _ 011 before r, the undersigned,
a notary puDl� - and for the ta e o 1 duly coaeisffoned and sworn
Personally appeared ..a $Iwt^t+' an rRt�y,F� 1� /Md�d'k
to known to be the ES oe.n- _ and J.ca:V�i1ci(]E+� respectively,
pf .+w_rit. g,,,•.eu,+-a,e, the rorporattTon t`iat eiecutM the tore-
going nstruaent, and acknw Napa
aid Instruwent to ce the free and voluntary
act and deed of said c Doration, for the uses and purposes therein mentioned, and
on oath stated that authorized to execate the said io- truwant and that
the Seal affixed is [ rpor a Le Seal of said Corporation.
WITNESS aM hand and official cal hereto a axed the day and year in this
certificate above written.
r�aN Sea Il
y u lc a or It C —(—
. LL) 1(w Mbui J Al new ass: - wa,trR.@ at
+�, f MUhlC iec, KOG.
�_ nrwrnw r_t My
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ALSO easements for yterll" IS fool In width Ming 7.5 feet on each side
d of the following 12 drserlBad oBn brllnes:
Mt A5
1_. Canted iris Mu. I: Bagimirp at aforementioned point "NTD-I"; !hems
d87e'iB'bTT2C'S�T7 feel to the torsi noes of this centerllne.
' 9 Cente,ilM go. 2: Beginning at aforementioned point "sM-1"; thence
-i S7 f7 feet to the tuml nus of this centerline.
„ Centerline Mo. Beginning at aforementioned point 'VM-I"; thence
N1 3 .50 feet to tits tereinur. of this centerline.
IV Centerline Nq. 4- Beginning at afurement,oned point "NTD-2"; thence
/� 3F3r50'S5"E 'Mfi fast to the to,w,nous of •hit centerline.
Centerline No. 5: Beginning at eforwntioned point 'W-2"; thence
N 3 5 Y foot to the fermi nut of this centerline.
Centerline No. 6: Beginning at aforementioned point 'b1-3"; thence
N01 0--s 5'37"W__2T.32 feet to the torsi sous of , s cenlerllno.
Concertina No. 7. Beginning at &for ementionad Point "NTD-3"; thence
ifE8w2_6737"4_F"/ feel to the terminus of this centerline.
Centerline No. 8: Beginning at afocaeenteuned point 'LIt-4"; thence
We W.JB feet to the terminus Of this centerline.
Cenlerl m No. Beginning at aforementioned point "VM-56 ; thence
AS 3 2 feet to the terminous of this centerline.
Centerline No. In beginning at of^ramentioned point '9814"; thence
N 9 33'23 S.West to the terminws of this centeriim-
Centarline Mo. 11: Beginning at aforementioned Imint "NrD-4"; thence
S 9 12'2 RIA'feel to the terminus of this centerline.
Centerlime M*. 12o Beginning at aforementioned point "B thence S01805'33"E
. 2 feet to s point which bears NOIVS'37"E 791.41 feel as measured along
the nrth-south centerline of said sectlan 20 and S89'09'54"Y as measured
parallel with the east-west centerline of said Section 20 from the South
quarter carrier !here*'.
Rolling Mill 79-237
Sanitary Sewer Easement 7-10-75
Revised 7120179
Ravi sod 805/79
An iasesent for sanitary sewer river a strip of land 15 feet In width., being
7.5 feet on each side of the follwing dascribed centerline in the Southeast
quarter of the Southwest quarter of Section 20, Township 23 North, Range
5 East, Y.M. in King County Washington described as lollws:
beginning a the south Vuarler sooner of said Section 20; thence 0101"45.37"E
along the Post line of saie subdivision 1271.16 feet; thence 589'09'54"W
parallel with tee east-west centerline of said Stctlon 20 a distance of
625.35 feet to 1,. ,at margin of Grant Avenue South, thence S01'52'04'V
37.59 feet to the TRUE POINT Of BEGINNING Of THIS DESCRIBED CENTERLINE;
thence 568'Og'e6"t 21,83 het; thence 500'55'11L 03.Si feet; thence
SBS'OB'71^F 128.251eet; thence S02"01'12"W 118.41 feet, then,. S40"38'28"E
219.48 feet to the rcrth margin of S. Puget Drive and the terminus of this
Described cent*line.
1
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� s 1E1T 1EG /; —�-•
i_ A _E tl C N T C-
THIS INSTAUMENT, rude th-isida .f (-tfS'T ____1979;
by and between Rub/n Sal. Pr osdent and lnrl ue P. MMoora Vine Propident
COtldole nllpn NU11 pr-� IIIC y�d COndOmIn Ul ."I Fla era Inc.)
N _A and_
and
'• hereinafter called "Granior(s)", and the CITY Of RENTON. a Municfpal Corporation of Ring
County, Washington, hereinafter called "Grantee".
,n VITNESSETII:
o That said Grantor(s), for and in considaratian of the Win of $1.00
O tone Dollar) paid by Grantee, and other valuable COntlderatian, do by
these presents, grant, bargain, sell, convey, and warrant unto the said Grantee, its
N
succruon and assigns, an acseewnt for pW1ic uti litie5 (including water avd sewer) with
necessary appurtenances over, through, across and upon the following described property
in Ring County, Vashington, more particularly described as follttws:
-i
Rollino Will Condmini,r J9431
Water Line Easement 7-10-79
Revised 1/20179
An easement for waterline eve- a strip of land 15 feet in width, being Revised
7.5 feet on each side of the following described centerline In the
Southeast quarter of the Southwest quarter of Sect"a 20, Township 23 North,
Range 5 East. W-M. in Ring County Wash'ngton described as follows:
Beginning at the south quarter corner of said Section 20; thence N91'45'37"E
along the east line of saidsubdivision 1271.16 feet; thence S89'09.54"W
parallel rith the east-west centerline of said Section 20 a distance of
362.10 feet to the TRUE POINT Cf BEGINNING OF THIS DESCRIBED EASEMENT
CENTENEIME; thence SOO'55.30'v 52.84 feet; thence M89'33'47"E 17.09 feet;
t harlce SOO'43 IT'd 17.37 feet to a point hareinafte- c.lied "MYD-1";
thence S00'43'ITR2 98.68 feet to a point hereinafrer called '1N-I": thence
soeti3'ITv 118.41 feet; thence Sk5-45'02'11 37.72 feet; thence SOg'09'S5"E
97.01 feet to a point Hereinafter "lied "MYD-2"; thence 500'09155"E
15.76 feet to a point hereinafter called "POINT A"; thence S00'09155"E
24.06 fact to a paint hereinafter called 'vM-2"; thence SDD'09'55"E 9.66
feet; thencr S38'38'43"E 73.95 feet; thence S03'15'53'v 1r8,97feet to
the northerly margin of S. Puget D,Ive and the terminous of this described
centerline.
ALSO an eas+ cnt for waterline 15 feet in width being 7.5 feet an each side
of a centerline described as follows:
Beginning at •foresrentioned "POINT A"; thence 1488'54'I711 98.14 feet to a
point hereinafter called '11-3"; tnence N88654.27'E 14.43 feet to a point
hereinafter "lied "POINT 6"; thence N88'54'27"E 162.44 feet; thence
400'26'37"E 51.36 feet to if point hereinafter called "HYD-3"; thence
0100'26'371E 10.39 fact to a point hereinafter called 'vM-Y'; thence
NOO'26'37"E 186.28 feet to point hereinafter "lied point 1VII-501; thence
NOO'26'37'C 66.43 fait to a point hereinafter called point 'VM-6";
thence NOO'26'37"E 14.15 (Oct to a point hereinafter called "NYO-4";
thence IIOO'261371-E 74.24 feet to a point which bears 589'09'54'v free
a point on the east line of sold subdivision distant 1401-45'37"C 1271.16
feet from the sc"theast corner thereof and the terminus of this described
can recline.
AWfi lTO
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(VENDOR NO. [VENDOR NAME
City Ut111ty Dept
of F' .W ,
INVOICE DATE (INVOICE NO. iINVOICE NET AMOUNT!DISCOUNT RETENTION (SALES TAXAMOUNT PAID
7-11-79 02-2302 14,934.919 14,934.99
i
i
THE ATTACHED CHECK IS IN I T DISCOUNT
-a
PAYMENT Of THE ITEMS BUILDERS,INC.
DESCHIBED ABOVE SEATTLE.WA.
JOSEPH J. MILLEGAN
& ASSOCIATES, 1. U T, 73 (I,�(f'
Consulting Engineers
Upper level,Building C.'10-Fiyherman'c Terminal
SEATTLE,WASHINGTON 98119
oerc ,p/y �w wo
Phone (206) 282.2250
/...e.,,,A S ur
AItsAu rP.v _ae,ieltwtL- _---_�—.— --- -- --�
IZENT�N i 1A�RS�+• 98asf r
i
- - --- — -
GENTLEMEN:
WE ARE SENDING YOU X Attached Under separate cover via _the following items:
Shop dmwnlgs if Prints Plans Samples ❑ SpecJications
Copy of letter Change order
-col"tg _ __DATE No. dCsl'.erIK10N
FL
THESE ARE TRANSMITTED as checked below.
❑ For approval Approved as submitted Resubmit----copies for approvil
1(For your use Approved as noted Submd__copin for distribution
K As requested Returned for corrections C. Return corrected prints
For review and comment
Ll FOR BIDS DUE —19---_ PFINfS RETURNED AFTER LOAN TO US
REMARKS_--___—..—_.--.____—___.._-- ._-__-_—___.__._.._-
— -i
COPY 70 ---- — -�
SIONED:�
rr.ncrwmr.•. ri .. roan. Emir rernt.a.r Z. _---
..vwrwe weer r.w(Fa1Fl�•.Nwwwn ar.vuro
i
JOSEPH MILLEr-AN
& ASSOCIATES, it C4 'ff3 �� �( iG1G" 0�4C�1i1
Consulting Engineers
Upper Lev.' BwldIna C,10 Rshennen's Termmel
SEATTLE, WASHINGTON 98119
�o.iio
Phone (206) 282.2290 _._
TO ?fNS9_^L. g._I> V�_ _ct►r)a1K5
GENTLEMEN; _
WE ARE SENDING YOV y( Attached Under .eparate cover via ..___ _the following items:
Shop tlravongs Prints Plans !!11����♦�s Samples Specifications
Copy of letter Change order
COWS i Derr ue
--
_ 1 _ WAT6(Z PIMA --
1 _—_-- —__ T�MI�AQ'C SED)N�NTprT►Dlj/l:��oN torcrRn� PLAN
_ . � —_-_—_ �Fv(ewE� stt�rn �►�uwe
I�_
THESE ARE TRANSMITTED as checked trlasv:
For approval Approved rs submitted Resubmit--copies for approval
_ For your use Approved as noted Submit—__.copies for distribution
As reouested -.: Retumad for corrections : Retum__corrected pra.ts
For review and curnment
:.. FOR BIDS DI.E — —,_19__ -- PRINTS RETURNED AFTER LOAN TO US
REMARKS__.___..._._._—_._--._.____..—_
COPY TOj3--lLZ-AFI[.P✓:J vE /Wo.e,4 _ u�
SIGNED
u..... ue .er., �..n. .nail .mnv
r
F*C:IV5
MAR 71978
From:. A
.i_ uEswneew �„�
kk
Date:—E-e VNAI&,Ii Attn._RD4 /�� 5 ►�.
Our Prosieot No. S113M1.0
Re:-.E d
IF MATERIAL RFCEIVEO IS NOT AS LISTED,
PLEASE NOTIFY US AT ONCE
■
WE ARE SENDING YOU
ATTACHED O UNDER SEPARATE COVER VIA
❑ 3HOP DRAWINGS ❑ TRACINGS
i
p PRINTS p CATALOGS
❑ DOCUMENTS ❑ COPY OF LETTER
p SPECIFICATIONS D
C.Q._
COPIES DATE ITEM
i
- -
REMARKS _-
-- —w FORM e
copy TO Rev 3177
_ J _
PIPE VkTAS
-----------------------------•---------------------------------- ------------
PIPE NODES HEAD HLOSS
NO. FROM TO LENGTH DIAM COEF FLOW RATE VELOCITY LOSS /1000
------------------------------- ----------------------------------------------
* 261 250 214 350. 8.0 .040200 452.55 2.89 2. 11 6.04
* 262 251 208 350. 10.0 .034200 298.17 1.22 0.29 0.80
263 210 254 150. 8.0 .010200 701 .52 4.99 1 .90 12.67
264 217 218 350. 8.0 .010200 52.55 0.34 0.03 0.09
265 221 252 250. 6.0 .037200 198.91 2.26 1 .32 5.29
* 266 253 228 400. 6.0 .046200 603.94 6.85 20.25 50.63
* 267 255 220 150. 6.0 .010200 526.31 5.97 3.88 25.88
* 268 256 220 550. 6.0 .010200 221.15 2.51 2.63 4.79
269 247 255 1150. 8.0 .010200 344.40 2.20 2.97 '.59
270 223 256 600. 6.0 .037200 224.85 2.55 4.04 . 73
271 257 246 700. 12.0 .010200 5025.98 14.26 42.44 60.63
272 208 258 10. 10.0 .034200 188.80 0.77 0.00 0.33
273 215 262 203. 12.0 .010200 0.54 0.00 0.00 0.00
2/4 262 261 308. 8.0 .0101*D0 6.34 0.04 0.00 0.00
275 261 260 364. 8.0 .010200 6.34 0.04 0.00 0.00
276 260 259 790. 6.0 .010200 6.34 0.07 0.01 0.01
277 259 206 250. 8.0 .031200 62.14 0.40 0.03 0.12
* 276 258 175 10. 10.0 .034200 119.50 0.49 0.00 0. 14
300 216 300 245. 12.0 .010200 3457.51 9.81 7.08 28.92
* 301 300 301 240. 6.0 .010200 2314.58 14.77 25.86 107.76
303 303 302 260. 8.0 .010200 42.93 0.27 0.01 0.05
304 300 303 415. 8.0 .010200 1142.93 7.30 11.09 26.72
* 3C5 310 302 460. 8.0 .010200 1057.07 6.75 10.54 22.91
* 310 225 310 280. 8.0 .031200 1057.07 6.75 8.36 29.87
PIPE DATA:
-----------------------------------------------------------------------------
PIPE NODES HEAD HLOSS
NO. FROM TO LENGTH DIAM COEF FLOW RATE VELOCITY LOSS /1000
------------------------------------------------------------------------------
* 211 211 210 550. 6.0 .049200 313.57 2.00 1.70 3.10
* 212 212 211 500. 6.0 .010200 113. 11 1.28 0.67 1 .33
* 213 213 212 550. 8.0 .010200 573.36 3.66 3.81 6.93
* 214 213 211 1050. 6.0 .010200 208.15 2.36 4.48 4.26
215 209 214 450. 12.0 .040200 93.97 0.27 0.02 0.04
216 212 250 400. 8.0 .010200 460.25 2.94 1 .81 4.52
217 214 216 500. 12.0 .010200 546.52 1.5S 0.40 0.80
218 207 '262 715. 12.0 .010200 5.79 0.02 0.00 0.00
219 215 224 950. 12.0 .010200 187.37 0.53 0. 10 0. 11
220 21A 215 400. 12.0 .010200 0.00 0.00 -0.82 -2.05
* 221 217 216 550. 12.0 .010200 3106.61 8.81 12.07 23.41
* 222 254 213 700. 10.0 .010200 781 .52 3.19 2.81 4.02
* 223 219 218 400. 8.0 .010200 736.36 4.70 4.51 11 .28
* -?4 220 219 5C0. 8.0 .010200 743.76 4.75 5.75 ll.40
225 221 222 150. 6.0 .037200 58.09 0.66 0.07 0.4'
226 222 223 200. 6.0 .037200 50.39 0.57 0.07 0.37
■ 227 239 223 40(%. 4.0 .037200 182. 16 4.63 14.89 37.22
* 228 224 225 570. 8.0 .031200 195.62 1.25 0.62 1.09
* 229 226 225 650. 6.0 .046200 403.40 4.58 14.68 22.59
* 230 227 226 253. 6.0 .0.46200 411 .10 4.66 5.87 23.46
* 231 228 227 350. 6.0 .046200 418.80 4.75 8.52 24.35
* 232 232 2201 200. 6.0 .043200 465.75 5.28 5.89 29.47
* 233 233 232 350. 6.0 .043200 473.45 5.37 10.66 30.45
* 234 234 233 200. 6.0 .043200 481 .15 5.46 6.29 31.45
235 228 229 200. 6.0 .046200 177.44 2.01 0.90 4.50
236 229 230 250. 6.0 .046200 169.74 1.93 1 .03 4.12
237 230 231 250. 6.0 .046200 162.04 1 .84 0.94 3.76
238 231 234 100. 8.0 .046200 1056.89 6.75 3.3' 33.60
239 234 249 300. 8.0 .043200 568.04 3.63 2.90 9.67
240 235 236 150. 8.0 .043200 552.64 3.53 1.37 9.16
241 236 217 350. 8.0 .043200 544.94 3.48 3.12 8.91
* 242 237 217 1350. 12.0 .010200 2621 .92 7.44 22.62 16.76
* 243 238 237 300. 12.0 .037200 3532. 10 10.02 12.34 41.12
244 238 239 150. 8.0 .037200 864.86 5.52 3. 16 21 .06
245 239 240 200. 8.0 .037200 675.01 4.31 1.61 13.05
246 240 241 100. 8.0 .037200 667.31 4.26 1 .28 12.75
247 241 242 200. 8.0 .037200 659.61 4.21 2.49 12.46
* 248 242 221 900. 6.0 .037200 264.70 3.00 8.37 9.30
249 242 243 350. 8.0 .037200 387.20 2.47 1 .52 4.34
250 243 245 150. 6.0 .037200 364. 10 4.13 2.62 17.48
131 243 244 600. 8.0 .037200 15.40 0.10 0.01 0.01
232 246 253 450. 6.0 .046200 611 .64 6.94 23.37 51.93
* 253 246 238 400. 12.0 .037200 4404.74 12.50 25.58 63.95
254 252 255 450. 6.0 .010200 190.41 2.16 1 .62 3.59
255 244 248 200. 8.0 .037200 7.70 0.05 0.00 .0.00
256 245 247 250. 6.0 .037200 356.40 4.04 4.19 16.75
* 257 249 235 350. 8.0 .043200 560.34 3.58 3.29 9.41
* 258 204 202 600. 8.0 .010200 7.70 0.05 0.00 0.00
* 259 204 203 900. 8.0 .031200 7.70 0.05 0.00 0.00
* 260 237 231 350. 8.0 .046200 902.55 5.76 0.58 24.50
ro
yiowu-`�.c+.. ..,1Jla�i3�aab:•w. ..- 5. a .,.dl '... . ,... -: . .
Fi a
NODE DATA:
----------------------------------------------------------------
NODE DEMAND HGL
NO. (CFS) (GPM) ELEV HEAD PRESSUR ELEV
---------------------------------------------------------------
218 0.016 7.40 410.00 66.99 29.03 476.99
219 0.016 7.40 418.00 63.51 27.52 491 .51
220 0.008 3.70 425.00 62.26 26.96 487.26
2:.. 0.017 7.70 437.00 57.08 24.73 494.08
222 0.017 7.70 431 .00 63.01 27.30 494.01
223 0.017 7.70 420.00 73.93 32.04 493.93
224 0.017 7.70 317.00 147.86 64.07 464.86
225 0.017 7.70 365.00 99.86 43.27 464.86
226 0.017 7.70 393.00 86.55 37.50 479.55
227 0.017 7.70 398.00 87.41 37.88 485:41
228 0.017 7.70 415.00 /8.94 34.21 493.94
229 0.017 7.70 415.00 78.04 33.82 493.04
230 0.017 7.70 407.00 85.01 36.84 492.01
231 0.017 7.70 415.0,) 76.07 32.96 491 .07
232 0.017 7.70 390.00 80.76 35.00 470.76
233 0.017 7.70 415.00 66.42 28.78 481 .42
234 0.00 7.70 415.00 72.71 31.51 497.71
235 0.017 7.70 432.00 49.51 21.46 481 .51
236 0.017 7.70 425.00 55.14 23.89 460.14
237 0.017 7.70 409.00 90.64 39.28 499.64
238 0.017 7.70 417.00 91.90 41.16 511.98
239 0.017 7.70 410.00 98.82 42.82 508.82
240 0.017 7.70 425.00 81 .21 35.19 506.21
241 0.017 7.70 425.00 79.94 34.64 504.94
242 0.017 7.70 435.00 67.44 29.23 502.44
243 0.017 7.70 448.00 52.92 22.93 500.92
244 0.017 7.70 449.00 51 .92 22.50 500.92
245 0.017 7.70 460.00 38.30 16.60 498.30
246 (..021 9.60 425.00 112.56 48.78 537.56
247 0.027 12.00 470.00 24.11 10.45 494.11
248 0.017 7.70 455.00 45.92 19.90 500.92
249 0.017 7.70 435.00 49.81 21 .58 484.E1
250 0.017 7.70 400.00 6t 28.89 466.66
251 0.017 7.70 320.00 145.2u 6 95 465.28
252 0.019 8.50 395.00 97.75 42.36 492.76
253 0.017 7.70 423.00 91 . 19 39.52 514.19
254 0.000 0.00 410.00 65.09 28.21 475.09
255 0.019 8.30 425.00 66. 14 28.66 491. 14
256 0.008 3.70 419.00 70.89 30.72 489.89
258 0.00{ 0.00 300.00 164.99 71.50 464.99
259 0.000 0.00 200.00 264.96 114.92 464.96
260 0.000 0.00 300.00 164.97 71.49 464.97
261 0.0(.0 0.00 330.00 134.97 58.49 464.97
262 0.000 0.00 350.00 114.97 49.82 464.97
300 0.000 0.00 366.00 91 .06 39.46 44V 06
302 2.451 1100.00 375.00 70.96 :50.75 445.96
303 2.451 1100.00 355.00 90 07 3^.42 445.97
310 0.000 0.00 337.00 11i a0 51.7P A56.50
301 5.157 2314.58 385.00 45.20 :0.02 431.20
257 -11 . 198 -5025.98 460.01 120.00 5:..00 580.00
� 4
ere fb:a.&
NODE DATA:
----------------------------------------------------------------
NODE DEMAND HGL
NO. (CFS) (GF'M) ELEV HEAD PRESSURE ELEV
----------------------------------------------------------------
218 0.016 7.40 410.00 66.99 29.03 476.99
219 0.016 7.40 419.00 A3.51 27.52 481.51
220 0.008 3.70 425.00 62.26 26.98 487.26
221 0.017 7.70 437.00 57.09 24.73 494.V8
222 0.017 7.70 431 .00 63.01 27.30 494.01
223 0.017 7.70 420.00 73.93 32.04 493.93
224 0.017 7.70 317.00 147.86 64.07 464.86
225 0.017 7.70 365.00 99.86 43.2- 464.86
226 0.017 7.70 393.00 86.55 37.50 479.55
227 0.017 7.70 398.00 87.41 37.88 485.41
220 0.017 7.70 415.00 78.94 34.21 493.94
229 0.017 7.70 415.00 78.04 33.02 493.04
230 0.017 7.70 407.00 25.01 36.84 492.01
231 0.01� 7.70 415.00 70.07 32.96 491 .07
232 0.0:" 7.70 390.00 80.76 35.00 470.76
233 0.017 7.70 4:5.00 66.42 28. 78 481.42
234 0.017 7.70 415.00 72.71 31.51 487.71
235 O.Ot7 7.70 43200 49.51 21.46 481 .51
236 0.017 7.70 425.00 55.14 23.89 480. 14
237 0.017 7.70 409.00 90.64 39.28 499.64
238 0.017 7.70 417.00 94.98 41. 16 511 .98
2S9 0.017 7.70 410.00 98.82 42.82 508.82
240 0.017 7.70 425.00 81 .21 35.19 506.21
241 0.017 7.70 425.00 79.94 34.64 504.94
242 0.017 7.70 435.00 67.44 29.23 502.44
243 0.017 7.70 448.00 52.92 22.93 500.92
244 0.017 7.70 449.00 51 .92 22.50 500.92
245 0.017 7.70 460.00 38.30 16.60 498.30
246 0.021 9.60 425.00 112.56 48.78 537.56
247 0.027 12.00 470.00 24. 11 10.45 494. 11
248 0.017 7.70 455.00 45.92 19.90 500.92
249 0.017 7.70 435.00 49.81 21 .58 484.81
250 0.017 7.70 400.00 66.66 28.89 466.66
251 0.017 7.70 320.00 145.28 62.95 465.28
252 0.019 8.50 395.00 97.76 42.36 492.76
253 0.017 7.70 423.00 91 .19 39.52 514.19
254 0.000 0.00 410.00 65.09 28.21 475.09
255 0.019 8.50 425.00 66.14 28.66 491. 14
256 0.008 3.70 419.00 70.89 30.72 489.89
258 0.000 0.00 300.00 164.99 71.50 464.99
259 0.000 0.00 200.00 264.96 114.82 464.96
260 0.000 0.00 300.00 164.97 71.49 464.97
261 0.000 0.00 330.00 134.^7 59.49 464.97
262 0.000 0.00 350.00 114.97 49.82 464.97
300 0.000 0.00 366.00 91.06 39.46 457.06
302 2.451 1100.00 375.00 70.96 30.75 445.96
303 2. 451 1100.00 355.00 90.97 39.42 445.97
310 0.000 0.00 337.00 119.50 51.78 456.50
301 5.157 2314.58 385.00 46.20 20.02 431.20
257 -11 .198 -5025.98 460.00 120.00 52.00 580.00
'� 1
NODE DATA:
-----------------------------------------------------------------
NODE DEMAND 116L
NO. (CFS) (GPM) ELEV HFAD PRESSURE ELEV
--------------------------------------------------------------
122 0.013 5.90 228.00 236.98 102.69 464.98
138 0.013 5.90 238.00 226.97 99.36 464.97
139 0.013 5.90 240.00 224.97 97.49 464.97
141 0.000 0.00 240.00 224.94 97.47 464.94
142 0.013 5.90 200.00 264.94 114.81 464.94
143 0.013 5.90 205.00 259.94 112.64 464.94
144 0.013 5.90 215.00 249.94 108.31 464.94
145 0.013 5.90 225.00 239.94 103.97 464.94
146 0.013 5.90 215.00 249.94 108.31 464.94
147 0.013 5.90 237.00 227.95 98.78 464.95
149 0.000 0.00 275.00 189.97 92.32 464.97
150 0.000 0.00 305.00 159.97 69.32 464.97
160 0.000 0.00 250.00 214.97 93.15 464.97
161 0.000 0.00 370.00 94.97 41 .15 464.97
162 0.000 0.00 325.00 139.92 60.65 464.97
163 0.018 8.30 372.00 9:. . 97 40.29 464.97
164 0.018 8.30 354.00 110. .'7 48.09 464.97
165 0.018 8.30 378.00 86.97 37.69 464.97
166 0.019 9.30 300.00 164.97 71 .49 464.97
167 0.018 8.30 337.00 127.97 55.45 464.Y7
168 0.018 8.30 265.00 199.98 86.66 464.98
169 0.018 8.30 237.00 227.97 98.79 464.97
170 0.018 8.30 215.00 249.98 108.32 464.98
171 0.000 0.00 212.00 252.913 109.62 464.98
173 0.000 0.00 190.00 274.99 119. 16 464.99
174 0.000 0.00 170.00 294.99 127.83 464.99
175 0.000 0.00 265.00 199.99 86.66 464.99
176 0.000 0.00 190.00 274.98 119.16 464.98
177 0.000 0.00 455.00 9.99 4.33 464.99
178 0.000 0.00 170.00 294.99 127.83 464.99
199 0.000 0.00 372.00 92.97 40.29 464.97
201 0.017 7.70 200.00 264.92 114.80 464.92
202 0.017 7.70 210.00 254.88 110.45 464.RR
233 0.017 7.70 210.00 254.68 110.45 464.88
204 0.017 7.70 252.00 212.98 92.25 464.88
205 0.017 7.70 275.00 189.87 82.28 464.87
206 0.017 7.70 204.00 260.93 113.07 464.93
207 0.017 7.70 265.00 199.97 86.65 464.97
208 0,017 7.70 300.00 165.00 71.50 465.00
209 0.017 7.70 345.00 119.56 51.81 464.56
210 0.017 7.70 360.00 106.10 45.98 466. 10
211 0.017 7.70 430.00 37.80 16.38 467.80
212 0.000 0.00 414.00 54.47 23.60 468.47
213 0.000 0.00 422.00 50.28 21. :9 472.28
214 0.000 0.00 388.00 76.55 3.7. :- 464.5`
215 0.017 7.70 350.00 114.97 49 164.97
216 0.000 0.00 372.00 92.15 ? 14.15
217 0.017 7.70 440.00 37.02 1 17.02
� 1