Plans FROM : LANE EROLJN ARCHITECT FAX NO. : 503- 248 - 1088 Apr. 28 2004 12:30PM P2
04 -28 -04 ag+2b FROW-NBA aINST 15CAS90211 T "440 P.02 /0' 5 - 0S
•
972 5 Sw 17vv'14a0l /ac/ ES-A 3000sS
A
Series 3(NX .�
• Double C}iecic1 tec#t� assemblies . i .
• Sizes 2 - 12 (85= 9i36n4nd
Features 11. 1 .
• P4t®rtmed Cam -Clack *mot* 3p�p$5
valve prQ+rl 1tSJY. 11fa7r� ��. .
• Short lay MOO IS i aati y suave . ,
fur ratraff rat8U8tiaras
•
• Scaintese Stew body Is tip ' ..
*sight of cumpM etla '
rmm 4: ry klanufarean end snipping
cost Sisr$843000ea PtOokao Cnoc# D actor Aaasattrtaaac aro aasloned for use to awoy-
• 5tslnJaoa a>rd wort 4anGal,w111f► *agar ay rto i- Awllf?I B4aitig Coneatenord r6gr4k+wnent9. It is Kr a°
•
. provieor fang t><'r^ CorroalOrr; AN1i iq Forwent TIN ravarati n office prow:bon ardor aa+taaLser i.e.. Sri in
protection and rrummurn ' wragRap agena, st�ncutt �r taer atao water vi natl•p�te qt+ from being
sirangrft pu or
arlv#a ipnortod into tits pots Wiest supp
Llrtgle top acseas case► wart;
two --ooh wocrwi as cooainro Spe cabiois
for at m snots A Routes Crock Detaetor Al$amay shall be installed on tare protection systants
• No spacial :rags Wisi t.a far i *two pannaopad lu a eatable wavy► :RPM- Degree of PeOata OtiOdirit m osesrmined
ssrr,eang i Foy trot local authority hoeing ivriediattan, The main vales body snail Ds mantlfee-
• Cansect oa,atruczan alicvai for rayed from 304 Swiss Minims stew to provide corrosion nseirawlw; 1 C096 Woo
5t natior vaidffi MC W II:Mrrtfi free thrttiagh Its waterway. Tha double Oita Cwbctar assembler camas of two
• Furnished rsrtn 35"x%. transit Ir+depatttiraritly eparetlrt9. spring icacied dwelt value$. two AL, F!il, Q( radium
meter {gpin or ctmi aeassal ass waives, and bypass rise sly. The bypass Jastaerrbly agneiaga of J9
• 03tecTx unslowo,40,3 imik's 00 mats_ ril.cuM R Or pailart10, a =OD crio* Jntd4409 alliiaarff vaatves mg re4
wnauvxar` eCI .rater IMO Iola r °>'s'. Fitch cane• lc shall Da Internally foaee4 anaa provide a posmve drip
aa►tior�l oat %Pi aiaura against ¥everde Row. Cptn'd Cole IAWIIdeC a trteinlass Stew cam arm
• Maybe Irtaltarlatl h ma &Ism. mazer faced GIaP and a replecsaais scot Thom othsli De no brass or
rItem/ IC81 Item/ up' poJaWatt 1 ties nZe p rha >.asi7 wUNf the cam antic vii1Ve J t r. Tits Crack seats masts
Mod 1 shaaal 1 a mot.: churrnepiastia thoreatu ior'- Trat Cr soar screws as a
gva1�;l rwtorrql= misthoo is pruhibi ed. Ail intatnai prays shall be ectapatilblti Through a
sufllxi i solos rover on ma yams asaoropty, Tile vat oevpr grit tie Reid in PIMA thro
b.c- .aAaLests sort slyest the of 17 8 grooved style two-loon aaup4ialg, The IayR�r t 9 awl t�
C S T - ulJFM aatode stem arts • npQrgirlira6 shed to Vs+r••.� ! measure ioW fie* T h e Wulf =mat of
• Coke =Pa m wino ear {rtrram a r, a Mill gteirrlgQar double check mum* mum* with t alC6aa end 1d41Pdon
• 0..5'i Fs i - ar w rser QRts want a meter, T e �� p Hilo mausate e x t verve s va Naga a sing* ecznisg ca . con:, I rldapendentiy operates meekest Flag et rltsek velum. aria top roauh!aG 1MT
Gsv Cixr • grm•wd nun gatJa t CJi qty. TN aesamt Bl slag be an Antes 9 ,
and WWI t emsa � I
er ao wad in OO Materials
ass ^� - srawd Mr NU rys�me n
sod grabed n nutter gams ` all Internal moral pa= 300 Wes inairlteas steel. Main valve body: 300 Sune
OrM - writ kilt patr mows i • stoi:r aata wool ChOclr assembly,: Near' Flange tairnaMiert in eCtizirailnce vrth
• GPM - asosro pa nili an e7rWr . ANIMA Quo O.
kar lnpicavar pieta one Cir!#0R4 rna few' PS a renrrlwnw erraartmla Q Mows! Eat i+r^Y
tpslatbk =hunt leave , ..�. -- --..•+ ,,.. - - --
Jo0 Raffle r t o ---�--
Jot) Location .. . -... , koPriva . .
Etigineer i wntracttir'o P.0 No.
r, Approval _ I Rdprt8tfltAti4 -
Arne% orea..e t*rll W
trane a u.t: m on& o ...to* mar= ligiligalaMMI UM Fro PrV al @r MUM O. . tar Wail PaRIA1Flati. *WO c°Mla AIM Taanaal 6•rr.CL Anon
norm Thr nuts la sn•'•is w *may preew1! Map twanztan awt rea. Of wrierblt emu oror MOO and wow amass rlr eels &U MW dtialse SIAM glinaes Ott nwu dire
l os all Arne Pradurfa pter,otady Ct1401314allOr lie ev w.9nw {re (.cum
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FROM LANE BROWN ARCHITECT FAX 110. 503- 248 -1088 Apr. 28 2004 12:31PM P3
+ 04.23 - 04 18!25 FROM - HLA MIST 15036390211 1 - 44; P.03/03 F-485
Standards
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_FROM : LANE BROWN ARCHITECT FAX NO. : 503- 248 -1088 Apr. 28 2004 12 :31PM P5
'. J {J �PR— S-'�004 (iED I 12:11 P, flf 3%0 3
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LATERAL PLUGGED CROSS TEE
•
CONCRETE THRUST BLOCK SCHEDULE
' (SEARING AREA OF THRUST BLOCKS IN SQUARE FEET)
FITTING 90'BEND, TEE, OR 45' 22 1/2" 11 1 /4
SIZE (INCHES) PLUGGED CROSS BEND BEND BEND
4 01.9 01,3 -- --
5 04.0 02.1 01.3 --
6 07.1 43,9 02.0 01.3
12 15.0 08.8 04.5 02.3
16 28.4 16.5 08.0 04.0
24 54.0 34.9 18.1 09.1
A80vE GEARING AREAS BASED ON TEST PRESSURE OF 1 SG P,S,l. AND AN
. ALLOWABLE SOIL SEARING STRENGTH OF 1800 POUND PER SQUARE FOOT. TO
COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING
STESSES, USE THE FOLLOWING EQUATION
BEAraNG AREAS - (TEST PRESSURE/150) X (1500 /0I, SEARING STRESS) X (TABLE vaLUE)
NOTES:
1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE
SEE DETAIL NO. 561
2. CON THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.
3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES.
4 TI REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN
ENCIRCLED ON THE PLANS : e.g. 15 INOIC'ATES 15 SQUARE FEET BEARING
AREA REQUIRED.
5. IF NOT SHowN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS
INDICATED ADOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST
PRESSURES) AND ALLOWABLE SOIL 0EARING STRESS(ES) STATED IN THE
SPECIAL PROVISIONS.
S. BEARING AREAS ANC) SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE
PRESIDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON
i• THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE
FEET. 1
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ABLMTIN 0_ BUENAS
CNQNL1JJNG oerAATNENT STANDARD THRUST DWG_ NO.
n; IS17 SK RML 0.10. C77 PCIr6x
,$p � TI e+NO • pRLf 9771 ,{I LOCK L- -!u- 'a' ail MARCH 1998 E LOCK 5 6 0
On' OF TI GARD �'� `� tl91 -7177
ORLM rvvPa x DATE I
5 T BLOCK DETAIL
( T'') % N.T.S.
FROM : LANE BROWN RRCHITECT FAX NO. : 503- 248 -1088 Apr. 28 2004 12:32PM PE
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—. - — '1,'.... - EXISTING SANITARY ® III CATCH BASIN
--- — — "STS - NEW STORM SEWER
•• -•• -- - -• ',T •- EYISTINC STORM $EWER MANHOLE
yy NEW WATER ` CIL) UTILIT-r POLE
,i"=2 - w EXISTING WATER /ON FI HYDRANT
F EXISTING FIRE WATER
F411 El METER
c. EXISTING GAS
EXISTING ELECTRICAL ® 0 UTILITY VAULT
T EXISTING TELEPHONE LINE El Q TRANSFORMER AND PAG
IE INVERT ELEVATION � : LIGHT POLE
LO- CLEAN OUT _p_ -try- WALL MOUNTED LIGHT
MN MAN HOLE ,,,
C8 CATCH BASIN Qt. FIRE DEPARTMENT CONNE
r - :1 Da VALVE
C C CLEANOUT
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