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r1.IPB IY n x..4 r AUw` 1. -- .lM '. M[xw mW! 14n 4�[ WpY Lull « Ini/.LUD
M OLm R, Immlm w:E 4E EF «n E WE - n Hour IS HON or x r It x . NCH. .11 FIVE E xrM.x, ..At , own 11. S CI w
m E{ «Il Plr« Ra. rR .IwllE lln M, K. Yw «.rE. P. OER ..n(W. 4lVM EW LOIPER OF LI' u,LACRE PREVIOUS.. T A LOCO .W «HEN AL &- MEi MECHANICAL NM EVENED. °µ10'L U m :y`D.MAP. GENERAL WATER NOTES
MI. wll w1 Yrr1{ YL.I. L HIH PL1PM LONE ! . l «.. x xl[Y VALVE r OPENING, T .1/2 [, LUG 5 V
V[ SiMIN[P L CAL Hi4 L!° VALVE WENX4 rWD 1� /1' LOSE CORRECTIONS NATIONAL 11AI N ` -
COOPER
V
.rxl M w IT Mixl un F LLL TOPIC: M° rinlNm r0 E[ 4lvMH[0 SrLXOPPO iMPE.DS. C IIWER CONXECi AV ClY °F SER1LE
xY1EP xLax MIa1 Yr : Yr 1x141 1 [Ww11P fIM IwI[P M1x i0 1 •xl u[ttt fW 1xPE. °5. 1.IR' IEMtPOpN gIMPOP PAT FNE xIDEA.'
.1 Me wr M YMY1Ex E PIE 1r 1aL GEE v4H RIVAL SE 1011•, 1° BE P1wiED WIN CAN COATS K PAN. rRESnv.ivE - •'...` -
• 5" Wwl![D Ib I I[ Alxr Nc LI.IL NTE.AICNAL YELLOW OR yEP0VF0
N.; INIE 5 "....I We 1x1411 llx4r{ MICE t FR401.1 S, M1W4 WMEP LOXNEC7(W i0 FACE R°MWAY -
m 1Yw1 E xf OMAN ASSEMBLY n r nEXEx
wm err y'al wan cw u:nr EM aalx y LLOWN 1r'ue IMPROVE .11. to Y. 0 �+yB�•� L All wR tnakrWS ASCII is in cOdO wm'e w1[h me a du* nab medn"M d the Gp a'rwlm i:utiry A7emffinea[ r61ha YtW
r urA ,- 110 11 i w wlln x A1FTEERie r•il=T M. vt• m« DRyaD .LATE COVER I" •...::c. WS_., _.. _ ..A °.rM,,,de led s,ennatieD. A mE a! argBE.M ntaEY EhaY Oe emr m EIU m J rims bias
EwE^ IN E., PW i If [ I[A 11 IN. 1 BLLE rRAFFI[ PEILECTOR EmE«YLNOL J..P ,�.E SEE
CRY .1 • I 1" u1M A 1 O LOy[ I� S.EE(IEwAPD OFTM ,t •S11C hdlg dlgrk In l^C i1Re1 •y,.1`d-Wa Chan he limited m LV AM m 330 /9(m wmbdaya uRka mbemim a^.-.^ m enrift
- wnr Iwo.racE LAS. aox VALVE Boo tM Depnmat d Public Worb n 2i5 -2635. All [tree) damn, phial m het, a^a0 be appEOLea ^g Ne DepanmeW d I1^lic WorFS 31
1 r M haaa b advame. The Pdim Deputmea4 Foe Dcpnmea4 and 911 a^106e mfifiW N ^ramie advame
1 a Yu oral.. n rw wr - EDU4 TO RILx POLICE 1..
( 1 MMI IO NIL, 111 HIP • ILL[ SI • , DENO Sl1w1m C' 101 SE[iw WIIN
1NOSf RFOULM BASE SECTOL LExnX 3. An IomtEM g d CLstin6Illltlni^Ox9K�pplonmatC Nd Na^tn be the [Slntra[mr[ m•R•Ry den mYC aOd mfEM lOaElm
I ENAAA1. ACC u:144n ,� E`` yT 1 " IO FT nn nawi0 asap mdkluT^loa. Form idryloote all 4&Hom 1..M IMMZ4-
IT90' °111.EO ..Part °LOIXxO
r .11 [ .IIA `O 10 - cwwmlf mmaals- l M rater mein pre to he cement nand ductile iron pipe Con! m AWWA pC110 MA dl! or la w kiM tbkkn Chu S2
,o NN wm F.H. R INC. IE a[� .i'WW,S CIUin6pmeeC1[e. MIST sere[.
I - B wOND O w1 r - Mlx a+l He r1A Io B�cdd �rat m ^fie tlWaml G d Aum`oRile uondpp� ie5 s t AVI dA9uaretCON M� mm W ICIIE D and WLa d SR (F+m VaIIST Sal I L HAV ANN °nrt rD Q =' Praway)mMwikdhigp mittbiry.hanMPWYeb7�v+aPPd IRrANSI/
f •• n '°• s' R O GJOO .•`' S. CEP "uaa ad ductile Iran sDd M eexm 6x4 �R3N6 rated m noted me pkm, nab IN .awdM NI ANSI/AWWA
rB L C• CI6 a0�.0 `o
CAST BLw0. Saw WTLFT Ctlb /A21.1082 N.r111Cn1 uda nMln KNrdxC Wlt^A%19 AWWA Qa Ai1.4 -�. HnRI�me 3'mt^CCmu1xh61n dY0Cler
• SO I I4.r rYE Muy had haw mmMninl' met, Ne bnbp Shan ne k Accodaoce wi� tiEEm AN9 AW IA C710 /AILIOJS orANA /AW WA CI53 A21A
w w SAMP r - 0 DM, o C J 0 prom m1 . •son «a°unax OICN nn ` 61. 3-irch m SLincE diuncter fitImp Which ^aw mmh•nid VICE ad /a m [hN be is arendMCe Hit^ AN9�AW WA
..pp° ° ... HOD ' w P >w Rc FuP'ni roI 1wru, '% P; r DAR r•w. In. xn C130/A21.IOM or a combination d ANSI /AWWA CI10 /At1.lOM ad ANSI /...(((WWW WWWA CD3/A215381 tueh riot the pmiw d He
r FIISD m Eau4. [a14L io wELL1I w. P.n,o.m filtin with a meN k.1 joinI(5): may M k accordance with ANSI /AWWA CIACAT75341 ad that portico d the DEBT tib Oangd
':: �mvuna ramLrlr m wL t:;' 1i: ::•'trrm Twrnm Erwl PLAN - r Cant ua wE, cuss sr. rat E :M0 he is a«Oranx % ANSI AWWA C330 A2L7022 AttcDmea Emi m aCCOlanfa viM s ^w S36J d
1 # 1 r0Y ; WLrraE M1IPO tarn LHFO. lEwlx Tom /ni (t) / / U6 e[
c E" Y1 (D n' MM�rt goes sEAV « TWO vA- HEEL I. coos. AN51 /AWWA C153/A21S3A1 a wide Sectwo'101J d AN51/AW WA Cll /A2LIC aLaO be ebuimd by t^e mmrana ad
lA e1O'PV ISSHSx Vr AIR a r4lW vALrE, Hx4O ° M I 1 3 ty ,D Y' E p . P MNM LEMrx IO Fn. SEE SID aIPAL uaaamlltd b the Ow9CL
ELEVATION ELEVATION INSTis1L E11alV "NJ. T RE I RO 15E M tMC rn, 1'. 1. uu«ER.,. CONCRETE Blocs Fa ra &DS 1...
SRAWH CgyT _ I CV BE. IxNM WASHED A GMe Y,hM,^a61O11fo mAWI1•wC5(b90BUD be Iran IMP I5rOx��Wnmdambi. diwm6 bran ..V.gdLVla.d Our"
GRAVEL r•swo uvr AND etumirg hog. Va^es "I M Gsipld fa • minimum water operating p«MUre of 200 PSL G.m Ma15es [hatl be Gov 11a 11, Nxnm
d PErArIEO o- ve xEm Ba Company NO. AM, a MICH. All veRes Ir u diameter ed r, shah M iepatld is • NYY. b'K nmr YaaaN devil fm It Cwt
- xA. VMNe ASSemby Vauh ad IN Bypw iamlkt m
RCYNK)CC)O H �"
FIRE HYDRANT ASSEMBLY
g� p 7. hoe Ham"be (opening, mth the conformingto AWWA G50H0aAh a 6 back War had a MLVP0115 mcbq
l2 VALVE CHAMBER I° -.AIR B VACUUM RELEASE VALVE ASSEMBLY mob} inch
opera nutopentbxtiaW StMdmd i�RtDde V•AMOr O.D. hRae 4dA and ma eamemlil611•} t!
_ W1 BY -PASS ASST. 10 N.T.S. _ _ ... .. _ _ - ... t opened to DouakeL•bch'xh'W'me pCn
/SILLS .1BiP -RC Cw / -::... .. .... pmtsgm oW. 10gx ore by Yn+°6 (kA)
C9WGrE1C - _... .. •• A m'W.Il bau�mklwumaiSdine ^a116e��ieiSb gnO�Whem utility don bll �amwn r�mi, �,R m'�be b�welMmClr��law
EX 12 ' DI y. AO water maim.0 ixc^mbdiameter acts rshanM Ckaned Witb ppe L{n�,'M (PIGS ' mdmormtiaa theI pi�'.W
12x DI '' _ be GilW ldahiei ngSWabASmappmLSd wl.2b /mftde fa.mvitb 90A dumme�im amtbane nbber curing me Clew
OUR ,. I I . EX - d'PnIG1 my, 'PIGS' ASH be Lyliader Wpd WE bu kt nae m aqu°m3ile m The Dry Wi0 maim Me cmtma No.iY peltam the
-T- • 1 • ; -� qll� - '� EXISTING 6" GATE VALVE TO B£ PLUGGED WITH G" JM✓J PLUG. v: - ! 2 J !0" PLUGS ! M✓ 1 ngopenlwe.. '
4-4 V BY CITY FORCES AFTER ALL CONNECTIONS ARE MADE. \ � 9Y. An water main ad ann ins sban be Prestos twM to a minimum d2W PSI m LSO PSI o operM pRSUR in+modaxn with the
}- I W/ ! 2 1 2" BLOW -OFF ASSY'S tpeLifimtimr d Nc Dryty d Rentm ad ft Washinpm Smtc Hal Dcpartmtet AS plramE m iM s W done io the pre da
0
BV EMP BLOCKING rep,mcnutive d lM6yd Rents,
y - / CONTRACTOR SHALL EXCAVATE AND EXPOSE VALVE BACKFI ` \ P M E
(1 I B J ^ RESTORE ASPHALT 6 CONCRETE STREET PER, CITY ST ' 121 10" PLUGS f mi I N ¢wR[E y fecl DI
1. r nL.RS OI > O x x 9b. An ester mtim and Services s^MI M dicd incthe the in Ian d • 50 Rpm (^fuOmumm I. accor mbdm/ntu nluti13
W/ f 2 / 2" BLOW- -OFF ASSY9 jj \ 6kium HypoL^bAe Nall NOT M Ixd in 1M pipe m kM. Obrix sh.n M metered/" o rmAana riW Sating 7- ItJ(12
SALL'frll.f005(Tr� W" TEMP BLOCKING 1�5. e m7-11.3(l z)Yd We Standard speri mlial[ RfemIX d N I aEPC
ELEl49T /ON } V 0' 10. A pnromtructim mnremna 'm required prior In any connmRian. A minimum d 3 (Mme) wonting , ,write is minimal for '
PLAN I//ElN -. -. _ - . f^dutin Prior to whdulmg lM P«mn a permit information sham meet be supplied m Oe Unity Filginm/t TMfm T.V Ayfom bom .'
_._
CONCJPETE OEAOMAN ANChNOR 57fUL l DI. CL 5 _ k Mre tr t esmtaetanngaa Cmet.um ox
\ 1L BihanM We contactors rtaptlnYLBirybreama0 xma &rypamimpswrm mTtufgmeetllxtia
iMt R:, HE, - 12 Immating tpeco 4nk pet�Mwaler senxrs, bneMe& the City dR man r K a
STA 17.93 MONROE, BRT. � �' hxe
.. ..JO"7EE FL) 10 -DI CL 52 CUT IAOHr1lCtlm Teri ad tdfms halepl DGryry Repty mt�
_ 10 lAD PTO VALVE FL N MD WATER mot mtaR W ^ p m app o M d fns Ibe D kW by d Po^fic Wpta A6 xCeaary a ava mad mueriYC m M suppl ed b7 the
- . 10" ADAPTOR FL W FL EX. 6" GL u AN connecting So edsting main m M blue mhd y the d a» wm up which be made by sppfo d wm cop
10' VERTICAL GROSS lM✓xFL YP. Lmlrmfmadbio"wpriofWQtyw frxti6m
W/ CONC. BLOCKING -
u bspmfian wiS M aLTmnpiuMd M a SryrtsenttliLe d tM Gy d RMta Y and he IM aonteamda rnpmnLlLm m a -- UaLy
Findl Joint must - _ -. - \ DCprrt0M121 houR kadYame aT b.ctrd011g.n mmhmtioa ThsangtlaRmm .tnmtbe FilpnxR Wet MLp mount dra0
10 "DI CL 52 p,;,ptp parMy unsung pmiyameptmlm prior
" be saw -cut ' >x ODntMmm u ad km bloacRmEemblim run ad bfiaYtlei►
Saw -Cut or line drill 2" min. Asphalt L,ICEI EAEN 3 °E u A/If01m 5mtnhlt By[t (alactk lYa., Harm bed m[.)wnMm w wrtwWyeh[ h3a M"ubmriq C,.VWGfCOhwbm OWI
underlying concrete Concrete TEST CONNECT /ON xLmAx, 8 = NI,r`D' megeasppwvdm writ4yfMDtpartmtatdmhweMWoeE
Existing Asphalt , CSi STA. 130+45 22' L T SUNSET 17. Arphab and . t, Stmel PEERM%mI^aS be rewt+4 m • minimum depth d IW trachea W mM et mm coq be,apde L&. AS .aIfam
Mxrtte, pmemcn%Ydewha, mN, gunelti.oa arimw.y appTOrhm Shan M str+d b e minimum depth dlwo 10[64 m RmoaO mM.
Concrete -1 _ o TEST CONNECTION z ' wwaai
Existing - -- - -- _ "= `rr'Y - - - - -- \ STA. /27 +37 20' LT SUNSET L�� Ii A mmponry Ldd mrt asphalt patch NNM PIMed,ng the dry d inilide tim wAh a pemaxnl, xakdp /she d. W,m Gyd
9 -may - - -- 611 .+•- rtyR•u is ' ` min. Cement Concrete TEMP. SOP -J Rcmm pony, within ten aye ion for subpade inspection poor m placement d fiW pm► TmKb"wiO Ewt bt lef(opM Olen nyat
• �: without prig W,;neoappmvM doe lnryRlm.
Cement Concrete __- -;i1,, .i%fp ..DE.J '."Y __ - - -- _ - - - I wr coec. e10CK/AG
.6" min. Crushed Surfacing -J _ r. PorGSY�Ivfe� Mlemtt %tgqcmem,IMrvGpp�ppee sea BWbe Schdule 40 m emmprmmG amm wA.deak 80 under mpmwd
Top Crushed
Se INSTALL DEAD -MAN BLOCK FILL aleu AOc^emlalpmva hn4 etuIIMlMwduk eOPVC pipe
Conc. shall be Cl. A ('3/4) - 17 -DAY CURING REQUIRED
Portland Cem. Cont. Con - PRIOR To CONNECTION/ FIRE HYDRANT LOCATION IN
forming to Sect. 6 -02.3. Compacted Cruse Rock STA. 130.45 22 LT SUNSET
6ackfill - ¢TA. 127.3720 LT SUNSET 12 -x 10'TAPPING T£E WJBE FL1 CUT OR FILL tY.-YYmuROm
EXISTING ASPHALT CONCRETE OVER CEh1ENT CONCRETE 12" x 10' TAPPING TEE W✓ x FLl 10" TAPPING VALVE 1FL x M✓1 ws+Immxvu&w w neunM nwo- vrmrxAlm
rmnonur
a- I
/O' TAPPING VALVE R x N !O- x lSL VERTICAL CROSS WJ x FLl
- - _ IO- x 10" VERTICAL CROSS NJ x FL) /O" C1 SLEEVE WJJ rx+Mw'YI �a-smwlw
SEE S£G. 718 6 2-09 ari OF REN7DN suns - PRE CO NNE T /ON CONE /DURATION /0' Cl SLEEVE It lO" Dl LENGTH AS R£OD. Gr
FOR A1701RAG 8 R4GWILLIIVG $WFIC010AM STA 17#6 MONROE, SORT, l0" Dl LENGTH AS RECD. 2 - IO" BLIND FLANGES ._
2 - !0" BLIND FLANGES ONE TAPPED 2'
ONE TAPPED 2" 1 - 2" PLUG
I - 2-PLUG W/ CONC. BLOCKING
W / CONC. BLOCKING rmn•ow•
1 EX 6" O, 1. •]{ 11 1p��� rn.rw,-ay7.a.
rrL.w M•n4 ^`ll II 1 1
MIN
130.45 22' LT
12- C1.
e' RT,
tFL HAP
--;- ----------;400
W/ CONC BLOCKING
It SHACKLE RODS
/.S7. 25' RT.
15• ELL !M✓
TICAL
CONE BLOCKING
B 22 112' ELL W CQNC, BLOCKING -
GN6CK617 FOR G01NIFLIANC6 10 61fY 31ANOAR
VAT6:
U1` 11.1<16S 5Y5i //6M MANAG.
ER
ANPUV AAW4R/ VALE[ IZ -Zi -89
"WAT6K UT" FN61z. DEPT
CIE/ A,u. i:.nw��
,I1 CAPE,._� j L J (JAR
--1 - -- J
'w*+u
rmm
6" 90' ELL I M✓ I
Z•LHINUEL.1u:
L YRLPL AND LECLILL•Y gLYlNilpl D.61 L V LILrIPG •PI LOT
10FROMFWLWI0MTNI nNNDARD DenII DLA,nxa HvWP
Wi CONG BLOCKING
I
c.. A. TOGNO DR n Nor pl . A. awaDYLD CREEPING Ott&
-
L P.1 VYOR G LOEll HE
PRINCIAORPEEM NDIN VI
CONG DEADMAN BLOCK
TW, VAULT A T PLIYaTR
PLAN
GI PC" CHILE •RO THEIR CORPULENCE P ROM T41 VAULTwuLE WHICH
W /TIE -RODS 4'. 44 2' THICK -
CLEARANCES SMALL & •MINIMUM Of Ir VIRGIN THE LmuxO Tx. nor
CLLAPAPPR IF 1W BE M TYPICALLY LMTMm TRIVMIW nOLOUD
U
aiE145M
" I
EO
EX 12" D
GUT t CAP IX 6' MAIN
EX 12" DI
1
10" DI GL 52
��All
LENGTH AS REQUIRED
D" OJ CL $2
FINAL CONNECT /ON BY CITY FORCES o�
\�
LENGTH AS REQUIRED
STA 17466 MONROE, BE RT. am
10" Cl SOLID SLEEVE IM✓I
10" Cl SOLID SLEEVE IMP)
I
I I I I I 1 1
CQNC. WALK
415 --------- - ------ "--- --------`------- ----i ----------
---4/5 /O" Dl CL 52
I 1 '
10" DI OL 52
POP i
EX. 12" STORM Ei', 12- S'RJRM 1
i I,E, 409.36 1.fr'. 409.71 I SPA 0.72, 25' RT.
1 R TATE NEW 90' EGL 2 112'
410 --.
- --- ----- '----------- '---- - - - --- ----- -- -- ----- --- -z_ 2
1 I - OM710R /ZONTAL______________r___4
/0
FINAL CONNECTION BY CITY FORCES
1
I
FINAL CONNECTION BY CITY FORCES
STAN 130 +45 22'L T SUNSET
1
I 1 1 1 1
STAN 127+37 20' LT SUNSET
I 1
I
I 1 I 1 I
1
I
1
I
I I
' I '
�
- tOGCIt1G41E'IGfll fQATES
1
' MAINTAIN 6" M CLEA NCE 6
mono. -fin Imux.e.LLT
�
'
'----,`-----
BETWEEN WATE B STO M PIPES
- -- -'------------ *--'-----'---- -------- - --- --- ----'-----`-- -- --------------- --405
' d= e`,1'I= e'.arxayr
'
(QESCQETE V4ULT-
'
' STA 0.94. 25' RT
ST -Led w rauCl
--;- ----------;400
W/ CONC BLOCKING
It SHACKLE RODS
/.S7. 25' RT.
15• ELL !M✓
TICAL
CONE BLOCKING
B 22 112' ELL W CQNC, BLOCKING -
GN6CK617 FOR G01NIFLIANC6 10 61fY 31ANOAR
VAT6:
U1` 11.1<16S 5Y5i //6M MANAG.
ER
ANPUV AAW4R/ VALE[ IZ -Zi -89
"WAT6K UT" FN61z. DEPT
CIE/ A,u. i:.nw��
,I1 CAPE,._� j L J (JAR
--1 - -- J
'w*+u
rmm
MIS: FaTmPVlm •ttF&Na.vr•O EmtNLN
WALL 111 r. T. 11 A IL'RO- RC CIDY k lP&1N
Dl.o-.Nmoa ages DlmM
YD buula w IF mn$ .... M
Y/frg 1 lMmunm unxautD
Ygn1W mYDIrIDlM1Di.
mleArle n1V4nTWnxlY.r YMDM
muFYnconr pwax ewlalpM
.0-n naunroeEann we no.nru
waM.n4saamAwoM FUnomw
WH MAE&E .
nllrgOVY
To Bn
I VAE&0L
tlRa aY
3
R°rl` e&enPOitwuoi a VT rx E
&nwL ADMwnn EP r
YDE WIY or wYnt.
L
ELEVATION
3-,4- A ON COMPOUND METER SERVICE
m'AIwL WINES .1..W A/ 40"M
WARRAry40 et
Q, CITY OF RENTON
D
EPARTM'ENT OF PUBLIC WORKS
TtiLLF' °�4�4'q TI RENTON RETIREMENT RESIDENCE
At " NO ;l- WATER PLAN DETAILS
DESIGNED GS DATv OCTOBER 1969 FILE NO 590 - 002 -891
Z DO 11/0✓• (3• BR DRAWN DT NOTfO
_ E .: - ....•.•. -..- MT SCALE Flab YDOIPAaE
30 ❑OIle)LE. iWeac L ASSEit'L. I I ND. I REVISION BY APPR. DATE
Z•LHINUEL.1u:
L YRLPL AND LECLILL•Y gLYlNilpl D.61 L V LILrIPG •PI LOT
10FROMFWLWI0MTNI nNNDARD DenII DLA,nxa HvWP
c.. A. TOGNO DR n Nor pl . A. awaDYLD CREEPING Ott&
-
L P.1 VYOR G LOEll HE
PRINCIAORPEEM NDIN VI
TW, VAULT A T PLIYaTR
PLAN
GI PC" CHILE •RO THEIR CORPULENCE P ROM T41 VAULTwuLE WHICH
CLEARANCES SMALL & •MINIMUM Of Ir VIRGIN THE LmuxO Tx. nor
CLLAPAPPR IF 1W BE M TYPICALLY LMTMm TRIVMIW nOLOUD
-
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" I
A'YEVEN 5'OET. vA
MIS: FaTmPVlm •ttF&Na.vr•O EmtNLN
WALL 111 r. T. 11 A IL'RO- RC CIDY k lP&1N
Dl.o-.Nmoa ages DlmM
YD buula w IF mn$ .... M
Y/frg 1 lMmunm unxautD
Ygn1W mYDIrIDlM1Di.
mleArle n1V4nTWnxlY.r YMDM
muFYnconr pwax ewlalpM
.0-n naunroeEann we no.nru
waM.n4saamAwoM FUnomw
WH MAE&E .
nllrgOVY
To Bn
I VAE&0L
tlRa aY
3
R°rl` e&enPOitwuoi a VT rx E
&nwL ADMwnn EP r
YDE WIY or wYnt.
L
ELEVATION
3-,4- A ON COMPOUND METER SERVICE
m'AIwL WINES .1..W A/ 40"M
WARRAry40 et
Q, CITY OF RENTON
D
EPARTM'ENT OF PUBLIC WORKS
TtiLLF' °�4�4'q TI RENTON RETIREMENT RESIDENCE
At " NO ;l- WATER PLAN DETAILS
DESIGNED GS DATv OCTOBER 1969 FILE NO 590 - 002 -891
Z DO 11/0✓• (3• BR DRAWN DT NOTfO
_ E .: - ....•.•. -..- MT SCALE Flab YDOIPAaE
30 ❑OIle)LE. iWeac L ASSEit'L. I I ND. I REVISION BY APPR. DATE